making! PAPER The e-magazine for the Fibrous Forest Products Sector
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Volume 6 / Number 1 / 2020
PAPER making! FROM THE PUBLISHERS OF PAPER TECHNOLOGY INTERNATIONAL O U S SO Volume 6, Number 1, 2020 CONTENTS:
FEATURE ARTICLES: 1. Paper Physics : Effect of micro deformations on strength and extensibility 2. Novel Products : Paper yarn as a textile fibre 3. Paper Chemistry : Spray edition of polysaccharides for strength enhancement 4. Water Treatment : Dynamic soft sensing of organic pollutants 5. Recycling : FWA’s and reduction of fluorescence in white recovered papers 6. Wood Panel : Novel wooden composites for panel-type furniture 7. Corrugated : Cardboard-based packaging as renewable building insulation 8. Sludge Ash : Use of paper sludge ash for novel water treatment applications 9. Energy : Specific Energy Consumption for improving energy efficiency 10. Agr-Pulping : Application of soda-AQ to pulping of okra stalks 11. Leadership : How to lead through a crisis 12. Motivation : 8 ways to keep remote employees motivated during crisis 13. Driving : Various tips to improve driving performance. 14. Video Conferencing : thirteen etiquette tips. 15. Presentations : How to ace a remote presentation.
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DATA COMPILATION: Installations : Overview of equipment orders and installations since November 2019 Research Articles : Recent peer-reviewed articles from the technical paper press Technical Abstracts : Recent peer-reviewed articles from the general scientific press Events : Information on forthcoming courses / events / webinars The Paper Industry Technical Association (PITA) is an independent organisation which operates for the general benefit of its members – both individual and corporate – dedicated to promoting and improving the technical and scientific knowledge of those working in the UK pulp and paper industry. Formed in 1960, it serves the Industry, both manufacturers and suppliers, by providing a forum for members to meet and network; it organises visits, conferences and training seminars that cover all aspects of papermaking science. It also publishes the prestigious journal Paper Technology International and the PITA Annual Review , both sent free to members, and a range of other technical publications which include conference proceedings and the acclaimed Essential Guide to Aqueous Coating .
Contents
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PAPER making! FROM THE PUBLISHERS OF PAPER TECHNOLOGY INTERNATIONAL O U S SO Volume 6, Number 1, 2020
Effect of mechanically induced micro deformations on extensibility and strength of individual softwood pulp fibers and sheets Jarmo Kouko, Marina Jajcinovic, Wolfgang Fischer, Annika Ketola, Ulrich Hirn, Elias Retulainen. Tensile tests of individual bleached kraft pulp fibers and paper sheets of industrial origin were conducted in order to investigate the effect of refining and small-scale fiber deformations on the extensibility of fibers and paper. The shape of the tensile curves of most of the fibers was concave upward (i.e., increasing slope) and consisted of two or three phases suggesting that the fibrillar structure and disordered regions in the fiber wall were straightened out during straining. Only a few of the individual BSKP fiber tensile curves were apparently linear. Elongation of the individual kraft fibers varied from 8 to 32% and the average elongation was not increased by high consistency refining. Tensile test results of laboratory sheets made of the same BSKP pulp suggested that the fiber bonding not only governs paper strength, but also is highly relevant for the elongation of fiber networks. The key conclusion related to this investigation and freely dried sheets was that the increased network elongation and strength after refining is mainly due to increased inter-fiber bonding and a higher shrinkage tendency of the fiber network and not due to the increased elongation or strength of individual fibers. Contact information: J. Kouko A. Ketola E. Retulainen VTT Technical Research Centre of Finland Ltd, Koivurannantie 1, 40400 Jyva¨skyla¨, Finland M. Jajcinovic W. Fischer U. Hirn Institut fu¨r Papier-, Zellstoff- und Fasertechnik, Graz University of Technology, Inffeldgasse 23, 8010 Graz, Austria. Also CD Laboratory for Fiber Swelling and Paper Performance, Inffeldgasse 23, 8010 Graz, Austria Cellulose (2019) 26:1995 – 2012 https://doi.org/10.1007/s10570-018-2163-y This article is distributed under the terms of the Creative Commons Attribution 4.0 International License (http:// creativecommons.org/licenses/by/4.0/)
The Paper Industry Technical Association (PITA) is an independent organisation which operates for the general benefit of its members – both individual and corporate – dedicated to promoting and improving the technical and scientific knowledge of those working in the UK pulp and paper industry. Formed in 1960, it serves the Industry, both manufacturers and suppliers, by providing a forum for members to meet and network; it organises visits, conferences and training seminars that cover all aspects of papermaking science. It also publishes the prestigious journal Paper Technology International and the PITA Annual Review , both sent free to members, and a range of other technical publications which include conference proceedings and the acclaimed Essential Guide to Aqueous Coating .
Article 1 – Effect of Fibre Deformations on Strength
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Cellulose (2019) 26:1995–2012 https://doi.org/10.1007/s10570-018-2163-y (0123456789().,-volV) (0123456789().,-volV)
ORIGINAL RESEARCH
Effect of mechanically induced micro deformations on extensibility and strength of individual softwood pulp fibers and sheets
. Marina Jajcinovic . Wolfgang Fischer . Annika Ketola .
Jarmo Kouko
Ulrich Hirn . Elias Retulainen
Received: 12 July 2018 / Accepted: 26 November 2018 / Published online: 4 December 2018 The Author(s) 2018
Abstract Tensile tests of individual bleached kraft pulp fibers and paper sheets of industrial origin were conducted in order to investigate the effect of refining and small-scale fiber deformations on the extensibility of fibers and paper. The shape of the tensile curves of most of the fibers was concave upward (i.e., increasing slope) and consisted of two or three phases suggesting that the fibrillar structure and disordered regions in the fiber wall were straightened out during straining. Only a few of the individual BSKP fiber tensile curves were apparently linear. Elongation of the individual kraft fibers varied from 8 to 32% and the average elongation Electronic supplementary material The online version of this article (https://doi.org/10.1007/s10570-018-2163-y) con- tains supplementary material, which is available to authorized users. J. Kouko ( & ) A. Ketola E. Retulainen VTT Technical Research Centre of Finland Ltd, Koivurannantie 1, 40400 Jyva¨skyla¨, Finland e-mail: jarmo.kouko@vtt.fi M. Jajcinovic W. Fischer U. Hirn Institut fu¨r Papier-, Zellstoff- und Fasertechnik, Graz University of Technology, Inffeldgasse 23, 8010 Graz, Austria M. Jajcinovic W. Fischer U. Hirn CD Laboratory for Fiber Swelling and Paper Performance, Inffeldgasse 23, 8010 Graz, Austria
was not increased by high consistency refining. Tensile test results of laboratory sheets made of the same BSKP pulp suggested that the fiber bonding not only governs paper strength, but also is highly relevant for the elongation of fiber networks. The key conclu- sion related to this investigation and freely dried sheets was that the increased network elongation and strength after refining is mainly due to increased inter-fiber bonding and a higher shrinkage tendency of the fiber network and not due to the increased elongation or strength of individual fibers.
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Graphical abstract
Keywords Individual softwood pulp fiber Single fiber elongation Stress–strain curve Tensile testing Viscose fiber
summerwood), compression wood (in softwoods), tension wood (in hardwoods), and variability in relation to radial and height position in a wood log (Groom et al. 2002; Lundqvist 2002; Gierlinger and Wimmer 2004; Luostarinen 2012). Additionally, pulp fibers are damaged, twisted or fibrillated in during chipping, pulping, and bleaching operations (Mott et al. 1995; Mohlin et al. 1996). In order to obtain reliable statistics for the pulp fiber properties, a sufficient number of fibers have to be tested. There are several studies on the tensile properties of pulp fibers (Leopold and McIntosh 1961; Jentzen 1964; Spiegelberg 1966; Hill 1967; Alexander et al. 1968; Hardacker and Brezinski 1973; Duncker and Nordman 1965; Page et al. 1972; Page and Seth 1980; Page and El-Hosseiny 1983; Groom et al. 2002; Jajcinovic et al. 2016). Typically, tensile strength and also elastic modulus are reported but strain at break is often disregarded. When stress–strain curves of indi- vidual restrained dried fibers are presented (Jayme 1959; Kallmes and Perez 1965a, b; Van den Akker et al. 1965; Duncker and Nordman 1965; Leopold 1966; Hardacker and Brezinski 1973; Groom et al. 2002; Mott et al. 2002), they are typically practically linear or slightly concave downward, with an elonga- tion to break of about 2–6%. Significantly higher elongation values ( * 20%) have been reported for Longleaf pine fibers cooked in laboratory conditions and dried under longitudinal compression (Dumbleton 1971), for commercial Southern pine kraft pulp fibers dried individually on a Teflon treated glass plate allowing drying shrinkage (Hardacker and Brezinski 1973), and for Loblolly pine fibers selected from the 5th annual ring at a low height of the tree (Groom et al. 2002; Mott et al. 2002).
Introduction
Properties of individual pulp fibers play a pivotal role in the development of the mechanical properties of fiber networks and structures. Fiber strength determi- nes the ultimate strength of paper and composite materials. However, the elongation potential of fiber networks is governed by the behavior of single fibers, inter-fiber bonding (Seth 2005) and the network properties (Vishtal and Retulainen 2014). Strength and extensibility of single fibers and the papermaking potential of fiber networks have been reviewed by Seth (2005), Lindstro¨m et al. (2005), and recently Vishtal and Retulainen (2014) and Hubbe (2014). High extensibility is a key material property for several paper packaging applications, e.g., paper sacks, paper cups or food trays. In this work, the effect of mechanical treatments on the load-elongation behav- ior of commercial bleached softwood kraft pulp (BSKP) fibers and the corresponding papers was studied in order to improve the extensibility of this type of materials. Due to the small length and width (0.7–3 mm length, 15–50 l m width) handling, mounting, and mechanical testing of individual pulp fibers is com- plicated and laborious. Another major difficulty regarding quantitative analysis is the natural variabil- ity of wood fibers caused by variation between trees. Furthermore there is variation related to location in the stem: early- and latewood (i.e., spring- and
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Microfibril angle (MFA) of the S 2 cell wall layer has been proven to be one of the most important factors influencing the mechanical properties of wood and pulp fibers (Page et al. 1972; Page and El- Hosseiny 1983; Paavilainen 1993; Seth 2005; Long and Batchelor 2018). Page et al. (1972, 1977) used the mercury reflection technique in combination with a stereo-microscope for determining the fibril angle (MFA). Groom et al. (2002) used a confocal scanning laser microscope (CSLM) to determine the MFA of fiber specimens. Keunecke et al. (2008) used small- angle X-ray scattering and Wang et al. (2011) used an X-ray diffractometer to determine the MFA. Recently, Long and Batchelor (2018) measured bulk fibril angle using X-ray diffraction and the MFA of individual fibers using a confocal microscope and an analyzer crossed with polarization of the incident laser light. Fibers with a high MFA are more extensible than those with a low MFA, although variation at the same MFA can still be large (Page et al. 1972; Page and El- Hosseiny 1983; Borodulina et al. 2015; Long and Batchelor 2018). Thin-walled earlywood fibers are weaker and less stiff compared to thick-walled late- wood fibers. Thin-walled earlywood Scots pine fibers have a higher MFA compared to thick-walled late- wood Scots pine fibers, whereas in Norway spruce the opposite has been observed (Lichtenegger et al. 1999). Drying under axial tension has been shown to decrease the MFA, i.e. increase the strength and reduce elongation (Jentzen 1964). Recently, also mechano- sorptive creep rate has been measured and reported to correlate with the fibril angle (Dong et al. 2010; Olsson and Salme´n 2014). Additionally, when fibril angles approach 45 the wood fibers do not exhibit mechano-sorptive creep due to the low degree of anisotropy of the elastic and swelling properties of such high fibril angle fibers. Mechanical treatment of pulp has been shown to be an efficient way to improve the elongation of paper. Three mechanisms are responsible for this. Firstly, improving the strength of the fiber–fiber bonding also increases the extensibility and strength of the paper. Poorly bonded fiber networks fail before the full elongation potential of fibers is reached, whereas in well-bonded networks the fibers are under higher stress and are more strained before network failure. Strong arguments have been presented that the non- linearity and the viscoelastic properties of paper originate from within the fiber wall (Ebeling 1976;
Page and Seth 1980). Secondly, the creation of dislocations and microcompressions of fibers intro- duced by refining (Dumbleton 1971; Hamad et al. 2012) has also been identified as a cause for increased paper elongation. The mechanism assumed here is that these deformations are, at least partly, pulled straight during loading of the network, which increases paper elongation under load. Small fiber deformations (microcompressions and dislocations) thus lead to a higher elongation before a break of the individual fibers. Hamad et al. (2012) estimated the changes in microcompressions during single fiber tensile testing by using Raman microscopy. According to Horna- towska (2009), areas with disorders of the fiber structure such as dislocations or microcompressions behaved more elastically. Alexander and Marton (1968) stated that when it comes to dislocations, refining affects the latewood fibers more strongly. Watson and Dadswell (as cited by McIntosh and Uhrig 1968) pointed out that because of their more rigid nature, latewood fibers are damaged more during refining than the earlywood fibers. Thirdly, increased swelling and reduced axial stiffness have been named as causes of higher drying shrinkage and the conse- quent higher elongation of paper. However, influence of high consistency treatment on direct tensile prop- erties of individual fibers is poorly known. Several different fiber deformation types have been named and used in the literature, such as: curl, kinks, crimps, nodes, twists (axial and longitudinal), dislo- cations (longitudinal and transverse), microcompres- sions, misaligned zones, slip planes, and angular folds. Some of the deformation types denote similar or identical deformation types, e.g. dislocations, slip plane, and misaligned zone. Node may mean a longitudinal compression where a fiber can bend and form a kink. Mohlin et al. (1996) and Page et al. (1985) have shown that the number of kinks, folds, twists or compressions correlated with the shape factor of pulp and they have an influence on tensile strength, tensile stiffness, stretch to break, and zero-span tensile strength of paper. The objective of this study was to investigate the effect of small-scale deformations caused by mechan- ical treatment (refining) of pulps on the tensile behavior, and especially the extensibility of individual fibers and the papers made from those pulps. It is highly significant for the development of new fiber- based packaging products. This investigation was part
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Table 1 Average length weighted fiber properties of the pulps and viscose fibers
Untreated HC HC ? LC Viscose
LW fiber length of pulp (mm) (FiberMaster)
1.83
1.87 1.80
LW fiber length of pulp (mm) (Fiber Tester Plus)
1.73
1.66 1.22
5.54
LW fiber width of pulp ( l m) (FiberMaster) LW fiber width of pulp ( l m) (Fiber Tester Plus)
26.6
27.0 27.1
27.4
25.5 24.2
17.2
Shape factor (%) (FiberMaster)
83.7
80.3 83.3
Form (shape factor) (%) (Fiber Tester Plus) Kink per mm (mm - 1 ) (Fiber Tester Plus)
84.8
80.4 83.5
88.7
0.64
1.15 0.90
0.014
clear influence of WD treatment on the average fiber properties of the pulp, e.g. shape factor and kinks, and the strength properties of hand sheets were observed. In this study, the objective was to apply mechanical treatment methods of pulp fibers and chemical strength additives in order to maximize the strength and elongation of individual fibers and sheets. HC treatment of BSKP is known to increase both small and large-scale fiber deformation, whereas LC treat- ment straightens the fibers without significantly removing small-scale deformations (Seth 2005). The fiber samples were selected from untreated, HC (high consistency) treated and HC ? LC(high ? low consistency)-treated pulps. Viscose fibers [Kelheim GmbH (Danufil , 1.7 dTex and staple length 6 mm)] were used as a reference (see Bernt 2011 for more details). Fiber properties of the pulps were measured using the STFI FiberMaster and L&W Fiber Tester Plus (the fibers were measured in swollen state). The length weighted (LW) average fiber lengths and widths, as well as the shape factors, are presented in Table 1.
of two larger research projects: ‘Tailored fibre–fibre interactions for boosted extensibility of bio-based fibre networks (ExtBioNet)’ supported by the Academy of Finland and the ‘Advanced Cellulose to Novel Prod- ucts (ACel)’ program of the Finnish Bioeconomy Cluster CLIC Innovation. The objective of both projects was to improve the extensibility of the pulp fiber network for thermoforming applications.
Experimental
Raw materials
The raw material was a dried bleached softwood kraft pulp (BSKP), a mixture of spruce and pine, from a Nordic pulp mill. The BSKP was soaked overnight in tap water and then disintegrated for 30 min using a Valley beater without load. The BSKP was refined at 40% solids content (high consistency, HC treatment) using a wing defibrator (WD) exactly according to Khakalo et al. (2017a). WD is a high-intensity single stage batch wood chip refiner equipped with four rotating blades. Additional information on the refining conditions for HC treatment can be found in Zeng et al. (2013). The HC treatment was followed by Valley beating (LC treatment) according to the standard procedure (SCAN-C 25:76). The same batch of BSKP is described in detail in Khakalo et al. (2017b) and was utilized in Khakalo et al. (2017a) and Kouko et al. (2018). The SR numbers (ISO 5267-1) of the untreated andHC ? LC treated BSKPs were 12 and 25 and the WRV (ISO 23714) 1.08 g/g and 1.47 g/g, respec- tively. The SR number of the HC treated BSKP was approximately the same as untreated BSKP, because the influence of the HC treatment on SR number was minor as can be seen from Zeng et al. (2013) and Khakalo et al. (2017a). However, in both studies a
Paper samples
The pulps were made into 60 g/m 2 hand sheets according to EN ISO 5269-1. All hand sheets were wet pressed at 350 kPa for 5 ? 2 min with one exception, which is described later. Two drying methods were used to vary the shrinkage of the sheets: restrained drying after wet pressing according to the EN ISO 5269-1 and unrestrained drying between two forming wires that were supported by a grid and separated by a 5 mm thick rod. The elastic modulus and thus the strain to break of paper is known to vary considerably depending on whether the drying shrink- age is free or restrained, see, e.g., Ma¨kela¨ (2009) and Kouko and Retulainen (2018). Untreated and HC
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Fig. 1 Sample holder with 500 l m gap used for tensile testing
treated BSKP sheets were dried unrestrained and restrained, whereas HC ? LC BSKP sheets were only dried unrestrained. Additionally, high pressure wet pressing and addi- tion of strength chemicals were applied in order to improve bonding of the fibers. A few untreated BSKP sheets were wet pressed using 670 kPa pressure (instead of 350 kPa) before unrestrained drying. Combination of 1.5% cationized starch, Cationic polyacrylamide (CPAM) 200 g/t and 5% Masuko micro-fibrillated cellulose (CMF) from VTT (E393HWM3) was added into untreated BSKP and the sheets were dried unrestrained and restrained. The starch Classic 135 was a potato-based wet-end starch with a degree of substitution of 0.035 from Chemigate. The CPAM Fennopol K3400R with a molecular weight of 6–7 million g/mol and charge density of 1 meq/g was obtained from Kemira (Finland). The CMF was prepared from never-dried birch kraft pulp by mechanical disintegration. The dispersed pulp (1.7% consistency) was first pre-refined with a grinder (Supermasscolloider MKZA10-15 J, Masuko Sangyo Co., Japan) at 1500 rpm, followed by treatment with a fluidizer (Microfluidics M-7115-30, VTT, Espoo, Finland). The CMF was produced after three passes at an operating pressure of 1800 bar. No chemical modification was applied. The dry cationic starch was diluted in deionized water (conductivity \ 1 l S/m) to a final concentration of 1% and heated for 30 min at 90 C under constant stirring. The dry CPAM was diluted in deionized water at 0.3% concentration. The solution was kept under constant stirring until fully dissolved and then further diluted to 0.01% for actual use. The influence of the addition of a similar CMF to a
BSKP pulp on the shrinkage, extensibility and strength of hand sheets is presented in Ketola et al. (2018). Testing of the dry sheets took place at a temperature of 23 C and at 50% relative humidity, using a strain rate of 10 mm/min (0.167%/s) in a Lloyd tensile tester, in accordance with ISO 5270:2012. The thick- ness and apparent sheet density of the dry paper were measured using ISO 534, and air-dry grammage using ISO536.
Preparation and identification of single fibers
Fibers for individual testing were prepared following the method described by Kappel et al. (2009). Dry pulp was dispersed and allowed to swell in water for at least 12 h. The fibers were disintegrated according to DIN EN ISO 5263-1. A highly dilute suspension with a consistency of 0.01% was prepared. Small drops of the suspension were placed on a piece of Teflon foil (40 mm 9 40 mm) and covered with another piece of Teflon foil. This sandwich was dried in a conventional sheet dryer for 45 min. The drying method used allowed shrinkage of the individual fibers. In order to perform single fiber tensile tests, the individual fibers were glued onto the sample holder (Fig. 1) using a two component epoxy resin (UHU PLUS ENDFEST). The sample holder used for the fiber tensile strength testing is described in Lorbach et al. (2014) and Jajcinovic et al. (2016). The gap in the sample holder was 0.5 mm. The span length is known to influence the strength (Hardacker 1970). After gluing of the indi- vidual fibers (Fig. 1), they were conditioned for at least 24 h prior to identification and testing to ensure the maximum holding strength of the resin and moisture equilibrium. The dry BSKP fibers were
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photographed before tensile testing and identified using a Leica DMLM microscope with 50 9 magni- fication and OptiMOS monochrome sensor camera from QImaging and using literature as a reference (Ilvessalo-Pla¨ffli 1995). The objective was to accept only pulp fibers without axial twisting and visible fractures to the tests. All fibers that were clearly identified as earlywood (springwood) fibers and the fibers with axial twisting, damage, or improper gluing were rejected. After tensile testing, cross-section images revealed that some of the tested fibers were thin-walled (earlywood) fibers, which was not possible to determine from the side-view image. Due to the laborious test procedure, the tensile results of the individual thin-walled and thick-walled fibers were grouped separately.
smoothed. Then image analysis software was used to measure the width of the fibers (pixel by pixel along the fiber length) and calculate the average fiber width. A reference image of a ruler was used for defining the length scale. The averages of the calculated fiber widths are presented in Table 2.
Cleavage test of pulp fibers
A cleavage test using hydrochloric acid (HCl) treat- ment developed by Ander et al. (2005, 2008) and slightly modified by Zeng et al. (2012) was used as an estimate for the number of fiber dislocations in the pulps and viscose fibers. The treatment presumably cuts the fibers at the dislocation areas, which have higher accessibility to the acid and can be considered as weak points in fibers. The arithmetic (AR) fiber lengths that were utilized in the calculation of cleavage index were measured using the STFI Fiber- Master after setting the lower length limit of fibers to 44 from200 l m. The cleavage results are presented in Table 3.
Determination of single fiber dimensions from microtome cross sections
The cross sectional area (A cross ), fiber width (w f ), and fiber thickness (t f ) of single fibers were measured in the dry state from light microscope images, see Figs. 3b, 4b, 5b and 6b. After tensile testing, the fibers were glued onto paper tabs with a free end protruding out and embedded in a resin. Once the resin was cured, the fibers were cut with a Leica RM 2255 microtome with a cut thickness of 3 l m and imaged according to Lorbach et al. (2014). However, it was not possible to do the microtome analysis for all fibers due to the too short length of the broken pieces. In the case of successfully cut fibers, the images were binarized and the area analyzed using Matlab R2014b. From the images (presented in electronic supplementary material), it was possible to divide the tested untreated BSKP fibers into thick-walled and thin-walled fibers using the microtome photographs and a cross-sectional area of 190 l m 2 as a limit.
Single fiber tensile testing
The single fiber tensile testing was performed using the fiber bond tester at TU Graz (Fischer et al. 2012; Lorbach et al. 2014; Jajcinovic et al. 2016). Off-set force was measured prior to the test and then a minor preliminary loading was applied to fiber. A displace- ment measurement system (shown in Fig. 2) was attached to the fiber bond tester in order to measure load-elongation data of the single fiber tensile tests. The displacement of the tension support was measured using a laser displacement sensor (Micro-epsilon OptoNCDT LD 1605-10, with a resolution of 3 l m). The displacement data was recorded using a National Instruments data logger system. The velocity of the moveable support of the fiber bond tester turned out to be very stable within the measurement accuracy of the laser sensor and therefore the linear fit of each measured displacement as a function of time was used in order to decrease the noise of the displacement data. The load data recorded by the fiber bond tester was complemented by the displacement data as a function of time in the data analysis afterwards. Both data were measured at 1 kHz frequency. Sample holder mounting was performed as described by Lorbach et al. (2014) and Jajcinovic
Determination of single fiber width using fiber images
Due to the too short length of the broken pieces, it was not possible to do the analysis for all fibers. The image analysis of width–length direction photographs, see Figs. 3a, 4a, 5a and 6a, was used for producing the fiber width data for all the measured fibers. The photographs were first changed to black and white (B&W) images and the fiber edges were slightly
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Table 3 Fiber cleavage of BSK pulps and a viscose fiber suspension
Untreated
HC treated
HC ? LC treated
Viscose
LW fiber length of pulp (mm)
1.83
1.87
1.80
5.54
AR fiber length of pulp (mm)
0.63
0.64
0.58
2.07
AR fiber length of HCl-treated (mm)
0.32
0.24
0.26
0.72
Cleavage (per fiber)
1.01
1.57
1.21
1.95
Cleavage index (arithmetic) (mm - 1 )
1.58
2.50
2.08
0.94
LW length weighted, AR arithmetic mean
Fig. 2 Schematic image of the fiber bond tester with the laser displacement detection system
et al. (2016). The sample holder was placed under a light microscope, which was equipped with a digital camera (Fischer et al. 2012) and a computer monitor. The tensile test was recorded with the imaging system, which enabled rejection of the tests in which gluing failed. The fibers were strained until break at 1 l m/s elongation speed (0.2%/s strain rate). The initial part of the force-strain curve was not recorded due to pre- tensioning of the fiber before the test. The initial strain that corresponded to the initial force was calculated using the initial slope (initial tangential modulus) of the force–elongation curve. All tests were performed in a climate room at 23 C temperature and 50% relative humidity. The primary data obtained from the single fiber tensile test were load and displacement data. Tensile strength( r f ) in MPa units (Eq. 1) corresponding to the break load (F break ) was calculated using the measured fiber cross-sectional area (A cross ) of each fiber. r f ¼ 1 Þ As the fibers exhibit non-linear stress–strain behav- ior, the tangential stiffness and tangential modulus values were chosen to present the maximum slope of the tensile curve of the individual fiber. Tangential F break A cross ð
stiffness and modulus were calculated as the maxi- mum slope of the load-strain curve of a single fiber divided by the width or the cross-directional area (A cross ), respectively. Tangential slopes, covering all stress–strain data until breaking, were calculated by applying a moving average slope over a constant strain range of 0.6%. The resulting tangential slope was an average at the region of the highest slope. The maximum of the slope on the load-strain curve of a single fiber was defined as force tangent modulus and here denoted simply by M f . In this investigation, the tangential modulus (E f ) (Eq. 2) of a single fiber was obtained by dividing the M f by the fiber cross- sectional area (A cross ). E f ¼ M f A cross ð 2 Þ
Results
Characteristic images of the studied fibers
Figures 3, 4, 5 and 6 present photograph examples of the tested fibers: sub-figures denoted (a) present length–width direction and sub-figures denoted
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Fig. 3 Untreated bleached softwood kraft fiber (#14): a visible dislocations and microcompressions, b collapsed cross-section of this thick-walled BSKP fiber. Width 33.4 l m, thickness 9.35 l m, cross-section area 276 l m 2 , breaking force 300 mN
Fig. 4 HC treated bleached softwood kraft fiber (#6): a external fibrils and a possible longitudinal dislocation, b collapsed cross- section of this relatively thin-walled BSKP fiber. Width 30.3 l m, thickness 4.7 l m, cross-section area 140 l m 2 , breaking force 87 mN
Width 33.2 l m, thickness 9.3 l m, cross-section area 294 l m 2 , breaking force 121 mN
Fig. 5 HC ? LC treated bleached softwood kraft fiber (#3): a external fibrils and longitudinal dislocations and microcom- pressions, b collapsed cross-section of thick-walled BSKP fiber.
Characteristic dimensions of the individual fibers
(b) present cross-section images of the fibers. The microscope images of the fiber cross-sections showed that the lumen of all studied BSKP fibers was completely collapsed, whereas the viscose fibers did not have a lumen. The images of the other tested fibers are presented in the electronic supplementary materi- als S1-S4. A major finding from the individual fiber images was that the untreated BSKP fibers already had a significant number of dislocations.
Characterization of fiber cross-sectional properties (thickness, cross-section area and collapse) is gener- ally difficult using only the fiber width. However, inspecting cross-section area and fiber thickness reveals that a cross-section area of 190 l m 2 approx- imately divides the fibers into thin- and thick-wall classes (see Figures in supplementary material S1). Accordingly, fibers with a cross-sectional area greater
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Fig. 6 Viscose fiber: a smooth and straight structure, b cross-section
Fig. 7 Tensile test of untreated BSKP fiber: a the fiber mounted in the tester before the test, b the tested fiber after the test
than 190 l m 2 were classified as thick-walled fibers. The average dimensions of the investigated individual fibers are presented in Table 3. The number of repeats was low for some classes, but the validity of the classification can be verified from the images supplied in the electronic supplementary material S1-S3.
Average tensile properties of the tested individual BSKP fibers are presented in Table 2 and Fig. 8a, b. The untreated, HC and HC ? LC treated BSKP fibers were classified as thin-walled, thick-walled and aver- age (containing the two previous) groups using the cross-section images and areas. The number of repeats was low for some classes (e.g., HC treated thick- walled BSKP fiber). However, the relevance of the classification can be verified from the electronic supplementary materials S1-S3.
Illustration of single fiber tensile test
The tensile test of individual untreated BSKP fiber is described in Fig. 7. Figure 7a, b present the fiber mounted in the tester before and after the test. The force-strain curve of the individual untreated BSKP fiber was concave upwards, i.e., the slope increased as a function of strain. The breaking force of the individual fiber was 160 mN, which was close to the reported value for latewood fiber of softwood kraft pulp (192 mN and 206 mN for Scots pine and Norway spruce respectively, see Table 1 in the Supplementary material S1). The strain at break of the fiber was * 20%, which was high compared to the reported values for similar softwood pulp fiber (see Table 1). Side and cross-section microscope images and the force strain curves of all measured softwood fibers are presented in the electronic supplementary materials S1-S3.
Thick-walled fibers versus thin-walled fibers
Strain at break, breaking force, slope of force, and work to break of thick-walled fibers were significantly higher compared to the respective values of thin- walled fibers, which is according to expectations. HC andHC ? LC treatment decreased the breaking force of thick-walled fibers and did not affect the average breaking force of thin-walled BSKP fibers. Also, the observed reduction in breaking force due to the mechanical treatment is an expected result. There are clear differences between the tensile properties of thick-walled and thin-walled fibers.
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Fig. 8 a Breaking force over breaking strain and b slope of force over work to break with 95% confidence intervals plotted from the data in Table 2. The arrows show the influence of increasing mechanical treatment
Fiber elongation
tangential modulus of thin- and thick-walled fibers (Table 2). However, the subsequent mechanical LC treatment reduced the tangential moduli of the thick- walled BSKP fibers, whereas the tangential moduli of the thin-walled BSKP fibers were slightly improved. Microfibril angle (MFA) has been reported to dictate the elastic moduli of thin-walled (presumably early- wood) and thick-walled (presumably latewood) fibers (Schniewind 1966; Borodulina et al. 2015). Therefore, the investigated fibers may also have contained varied microfibril angles. Tangential modulus of the viscose fibers was 2.6 GPa, which was less than half that of the BSKP fibers. Unexpectedly, the influence of mechan- ical treatment on BSKP fibers’ tangential stiffness was small.
The high elongation values obtained for the BSKP fibers are higher that the most results presented in the literature. However, these fibers were from industrial pulp and gone through harsher treatments than labo- ratory processed pulps. Additionally the BSKP was made of chips from younger trees originating from thinnings that typically have higher fibril angle fibers (Groom et al. 2002). Elongation at break of thick- walled fibers was not significantly changed by the mechanical treatments, only the variance grew. On the other hand, strain at break of thin-walled fibers decreased from the original 17.7% value to 14.5% and 12.1% due to the HC and HC ? LC treatments, respectively. The microscope photographs (see electronic supplementary material S1-S3) show that the investigated untreated BSKP fibers had a significant amount of small-scale deformations, which was slightly unexpected. Elongation of the viscose fiber, at 34.3%, was significantly higher compared to the BSKP fibers. Unexpectedly, the individual BSKP fiber elongation was not improved after the mechan- ical treatments.
Individual fiber strength
The HC and HC ? LC treatments decreased the tensile strength of BSKP pulp fibers on average, but the decrease concentrated on the thick-walled fibers, whereas strength changes of thin-walled fibers were within the 95% confidence intervals. Tensile strength in MPa units (force scaled with the cross-section area) of the BSKP fibers varied from 600 to 840 MPa, which is comparable to the results obtained in other studies (Hardacker and Brezinski 1973; Duncker and Nord- man 1965; Page et al. 1972; Groom et al. 2002). The origin of the fiber strength is the strength of natural cellulose I polymer in the cell wall. A few estimates, varying from 297 to 800 MPa, have been given for the strength of crystalline and amorphous cellulose I polymer (Zeng et al. 2013; Lundahl et al. 2016), but on
Fiber tangential stiffness
The tangential moduli of average BSKP fibers (con- taining thin- and thick-walled fibers) were in quite a narrow range from 5.5 to 6.3 GPa, but the values were also only 30–50% of the values presented from the literature in Table 1 in the supplementary material S1. The mechanical HC treatment seemed to improve the
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the other hand the strength of cellulose should probably be greater than the strength of BSKP fiber. The tensile strength (310 MPa) of the viscose fibers, which are formed from cellulose II polymer chains, was less than half of that of the BSKP fibers. However, according to Bledzki and Gassan (1999), the mechan- ical properties of the man-made cellulosic fibers depend on their structure on different levels, and the tensile strength of viscose fibers has been shown to be strongly influenced by the length of molecules and straining in the manufacturing process. The lower tangential stiffness and the higher plasticity of viscose fibers, in respect to the BSKP fibers (shown in Fig. 10a–d), are some of the probable reason for the higher elongation and lower strength. The BSKP fibers contained some visible small-scale deformation and because of the removed lignin and hemicellulose (from the inner cell walls S 1 and S 2 ), their fiber-wall was possibly more porous than that of viscose fiber. The small-scale deformations in the BSKP fibers did not seem to have any role for the strength in comparison to the structurally more homogeneous viscose fibers. As expected, a clear decrease in BSKP fiber strength was observed due to the mechanical treatments. On the other hand, the observed decrease in work to break (i.e. toughness) due to the mechanical treatment on BSKP was unexpected.
Fig. 9 Breaking force and strain at break of the single BSKP fibers as a function of cleavage index of the pulps with 95% confidence intervals
the number of cleavages per length-unit in viscose fiber was lower compared to BSKP. Results indicate that viscose fibers are less homogenous than expected and may also exhibit defects. Also the mechanically untreated BSKP fibers had a significant number of cleavages per fiber.
Stress–strain curves of the fibers
Stress–strain curves of the individual fibers are presented in Fig. 10a–d. Stress–strain curves of thick-walled fibers are presented in red and thin- walled in light blue. The markers with the 95% confidence intervals present average values of thick- walled, thin-walled, and all fibers according to Table 3. All force-strain curves of the individual fibers are presented in the electronic supplementary material S1-S4. The tensile curves of the individual untreated BSKP fibers (Fig. 10a) were either smoothly and bi-linearly concave upward, apparently linear, or slightly concave downward, but none of them were highly concave downward, which is a typical shape for a tensile curve of paper (see Fig. 11a, b). The larger parts of the tensile curves were formed from two or even three phases that were mostly slightly concave upward. Increasing slopes may indicate the presence of dislo- cations or other fiber deformations, which were pulled straight during tensile testing. The large variation between the single BSKP fiber stress–strain curves in terms of shape, in addition to the variation of elongation from 10 to 32%, can also be regarded as an important finding. The single fiber tensile curves
Cleavage of fibers
A cleavage test using HCl treatment was used to estimate the number of fiber defects (Ander et al. 2005, 2008; Zeng et al. 2012). The HCl treatment mainly cuts the fibers at the dislocation areas, which can be considered as weak points in the fibers. The high consistency (HC) treatment of BSKP increased the cleavage and the LC treatment reduced the cleavage, as presented in Table 3. Both breaking force and elongation of the BSKP fibers formed a linear relation with negative slope as a function of cleavage index and with each other as shown in Fig. 9. This suggests that both, fiber strength and fiber extensibility decrease with increasing mechanical treatment due to fiber damage. Additionally, the results indicate that the cleavage test may be a useful indirect method of estimating the influence of mechanical treatments on the strength and elongation of individual pulp fibers. Surprisingly, the viscose fibers showed several cleavages per fiber. However,
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Fig. 10 Stress–strain curves the tested fibers: a unrefined BSKP, b HC refined BSKP, c HC ? LC refined BSKP, d viscose
Fig. 11 Stress–strain curves of the tested BSKP hand sheets with restrained ( a ) and unrestrained drying ( b ). PFI 2000 rev. curves of the same BSKP from courtesy of Khakalo (additional information can be found from Khakalo et al. 2017a)
presented in the literature have typically been appar- ently linear or slightly concave downward (Kallmes and Perez 1965a, b; Van den Akker et al. 1965; Hardacker and Brezinski 1973; Groom et al. 2002, Mott et al. 2002), whereas the concave upward shape has been especially rare. In summary, unexpectedly
only a few of the individual BSKP fiber tensile curves were apparently linear and elongation range from 3 to 6% was absent, which is the typical elongation in the classical literature references reviewed. Unexpect- edly, in this work, none of the individual BSKP fiber
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the best results. For unrestrained drying the stress– strain curves indicate that the increase in strain is more due to an increase in bonding and less to dislocations and other fiber deformations. Unexpectedly, the results show that fiber bonding has an important role not only in determining the strength but also the elongation of fiber networks, which is in accordance with Seth (2005) and its references. In other words, a large increase in elongation can be reached only by strengthening fiber–fiber bonding (as demonstrated by the sheets with starch and CMF). Also, LC refining with 2000 revolutions in the PFI mill raised sheet extensibility to levels similar to HC and HC ? LC treatment in the case of both drying methods (unre- strained and restrained). This is untypical, as HC refining usually results in higher elongation at break (see e.g. West 1964). The results suggest that HC refining can have a small positive effect on the elongation of paper but not on the elongation at break of single fibers. This apparent contradiction may be due to the fact that the stress individual fibers are subjected to in paper is, on average, much lower than their fracture stress. Paper fracture is determined by factors related to the development of stress concentrations that trigger the final failure in the fiber network. Nevertheless, the results indicate that microcompressions and ultimate strain at break of individual fibers may play a smaller role in sheet extensibility than has been previously believed. The result show that high elongation of paper can be promoted by enabling shrinkage of the fiber network and securing high bonding ability of fibers. Additionally, unrestrained drying seems to be much more effective tool for increasing paper extensibility than the fiber deformations caused by mechanical treatment. As a summary, unrestrained drying of BSKP fiber sheets in combination with increased fiber bond strength may be a promising approach for increasing paper extensibility.
tensile curves were similar to the typical concave downward shape of a paper sheet. The shape of the stress–strain curve of the viscose fibers also varied considerably, but to a much smaller extent than the pulp fibers (Fig. 10d). Tensile curves of viscose fibers typically consisted of three phases, i.e., an initial phase with steep slope was followed by a concave downward or concave upward phase and the last phase was concave downward. The strain at break of the viscose fibers varied from 20 to 50%, which was larger than expected. However, the variation of breaking force of viscose fibers was clearly smaller than that of the BSKP fibers. The relatively small variation of the breaking force of viscose fibers compared to BSKP fibers may be caused by the less heterogeneous cross-section area and the smaller number of defects.
Tensile properties of fiber networks
Tensile tests were performed for both BSKP sheets dried under restraint and without restraint. The tensile test results are presented in Table 4 and the stress– strain curves in Fig. 11a, b. There was a large difference in the tensile stiffness and elongation at break values between the restrained and unrestrained dried sheets. This can be contributed to the difference in drying shrinkage. Unrefined pulps gave the lowest strength and elongation at break values. Increased inter-fiber bonding by application of starch and cellulose microfibrils (CMF) and utilization of higher wet pressing pressure of the unrefined pulp improved elongation and tensile strength significantly and close to those of the HC refined pulps, which had approx- imately only 1 percentage point higher elongation. However, increasing the number and area of fiber contacts by increasing the wet pressing pressure may be connected to water removal and is therefore limited. Applying LC refining to HC refined pulp increased both strength and elongation further. LC refining is known to make the fibers more straight and increase fiber swelling and subsequent shrinkage (Zeng et al. 2012, 2013). The HC ? LC treatment in combination with unrestrained drying yielded the best elongation of 9.3% and tensile strength of 30 MPa of the studied BSKP samples, whereas in the case of individual fibers, the untreated BSKP fibers, on average, yielded
Conclusions
The tensile tests of individual fibers and paper sheets from bleached kraft pulp containing Scots pine ( Pinus sylvestris ) and Norway spruce ( Picea abies ) were conducted in order to investigate the effect of small-
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Table 4 Average tensile properties and 95% confidence intervals of the BSKP sheets
Untreated BSKP restrained
Untreated BSKP unrestrained
HC BSKP restrained
HCBSKP unrestrained
HC ? LC BSKP unrestrained
Untreated BSKP, starch, CMF restrained
Untreated BSKP,
Untreated BSKP 6.7 kPa wet pressing unrestrained
starch, CMF unrestrained
Tensile
1.65 ± 0.04 1.05 ± 0.06 2.11 ± 0.02 1.90 ± 0.74 3.54 ± 0.15 2.53 ± 0.10 2.36 ± 0.28 1.42 ± 0.08
strength (kN/m)
Tensile
13.6 ± 0.5 6.4 ± 0.2 19.0 ± 0.2 15.6 ± 0.6 30.0 ± 1.8 21.0 ± 0.8 17.5 ± 2.1 12.3 ± 0.7
strength (MPa)
Tensile index
25.2 ± 0.9 15.2 ± 0.5 33.2 ± 0.4 27.5 ± 1.1 53.1 ± 2.3 40.6 ± 1.5 37.2 ± 4.2 24.6 ± 1.4
(Nm/g)
Tensile
270 ± 30 140 ± 40 289 ± 9
147 ± 16 129 ± 6
244 ± 19 137 ± 7.0 140 ± 6
stiffness (kN/m)
2.21 ± 0.11 0.86 ± 0.04 2.60 ± 0.08 1.21 ± 0.13 1.09 ± 0.03 2.03 ± 0.16 1.02 ± 0.05 1.21 ± 0.06
Tensile
modulus (GPa)
Strain at
2.12 ± 0.18 3.02 ± 0.18 4.31 ± 0.18 7.78 ± 0.21 9.25 ± 0.26 3.65 ± 0.30 6.2 ± 1.1 4.76 ± 0.18
break (%)
Work to break (mJ)
39.5 ± 4.8 35.7 ± 3.1 103.6 ± 5.1 157.7 ± 8.9 291 ± 24 94.3 ± 9.3 154 ± 34 71.4 ± 5.2
Tensile test repeats
10
10
10
10
5
10
10
10
Sample
121
163
111
122
118
120
135
115
thickness ( l m)
Sample width (mm)
15
15
15
15
15
15
15
15
Grammage (g/m 2 )
65.5
68.9
63.6
69.1
66.6
62.2
63.3
57.5
Density
541
423
573
566
564
518
469
500
(kg/m 3 )
Cross
1.82
2.45
1.67
1.83
1.77
1.80
2.03
1.73
section area (mm 2 )
2.57 ± 0.09 1.55 ± 0.05 3.38 ± 0.04 2.81 ± 0.11 5.42 ± 0.33 4.14 ± 0.16 3.80 ± 0.45 2.51 ± 0.14
Breaking length (km a )
a Breaking length values were reported in order to have improved comparability to classical articles related to individual pulp fibers
scale deformations caused by mechanical treatment (refining) on tensile behavior. The measured strength and elongation of individual BSKP fibers ranged from 200 to 1100 MPa, and from 8 to 32%, respectively. Only a few of the individual BSKP fiber tensile curves were apparently linear.
More often the slope of the stress strain-curves increased with straining which behavior could be related to the straightening of disordered regions in the fiber wall. None of the individual BSKP fiber tensile curves was similar to the typical concave downward shape of paper sheet.
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