Bulletin of the Chinese Ceramic Society, Volume. 43, Issue 5, 1850(2024)
Establishment and Simulation of Single Fiber Pull-Out Test Based on Lattice Model Theory
[1] [1] LI V C. Engineered cementitious composites (ECC): bendable concrete for sustainable and resilient infrastructure[M]. Berlin,Heidelberg: Springer Berlin Heidelberg,2019.
[2] [2] LU C,LEUNG C K Y,LI V C. Numerical model on the stress field and multiple cracking behavior of engineered cementitious composites (ECC)[J]. Construction and Building Materials,2017,133: 118-127.
[3] [3] REDON C,LI V C,WU C,et al. Measuring and modifying interface properties of PVA fibers in ECC matrix[J]. Journal of Materials in Civil Engineering,2001,13(6): 399-406.
[4] [4] ARAIN M F,WANG M X,CHEN J Y,et al. Study on PVA fiber surface modification for strain-hardening cementitious composites (PVA-SHCC)[J]. Construction and Building Materials,2019,197: 107-116.
[5] [5] CHEN Y,WAN X M,CUI Y Z,et al. Effect of fiber surface modification on mechanical properties of EGC[J]. Bulletin of the Chinese Ceramic Society,2023,42(4): 1174-1182+1193 (in Chinese).
[6] [6] LI V C. Engineered cementitious composite (ECC) material,structure and durability performance[M]. Concrete Construction Engineering Handbook,2011.
[7] [7] LIN Z,LI V C. Crack bridging in fiber reinforced cementitious composites with slip-hardening interfaces[J]. Journal of Mechanics Physics of Solids,1997,45(5): 763-787.
[8] [8] KABELE P. Multiscale framework for modeling of fracture in high performance fiber reinforced cementitious composites[J]. Engineering Fracture Mechanics,2007,74(1/2): 194-209.
[9] [9] LI V C. Integrated structures and materials design[J]. Materials and Structures,2007,40(4): 387-396.
[10] [10] LI L Z,CAI Z W,YU K Q,et al. Performance-based design of all-grade strain hardening cementitious composites with compressive strengths from 40 MPa to 120 MPa[J]. Cement and Concrete Composites,2019,97: 202-217.
[11] [11] LEUNG C K Y,LI V C. Effect of fiber inclination on crack bridging stress in brittle fiber reinforced brittle matrix composites[J]. Journal of the Mechanics and Physics of Solids,1992,40(6): 1333-1362.
[12] [12] YAO J,LEUNG C K Y. A new physical model for empirical fiber snubbing effect in cementitious composites based on large deflection beam theory[J]. Cement and Concrete Composites,2019,96: 238-251.
[13] [13] CAO M L,MAO Y Q,KHAN M,et al. Different testing methods for assessing the synthetic fiber distribution in cement-based composites[J]. Construction and Building Materials,2018,184: 128-142.
[14] [14] YANG E H,WANG S X,YANG Y Z,et al. Fiber-bridging constitutive law of engineered cementitious composites[J]. Journal of Advanced Concrete Technology,2008,6(1): 181-193.
[15] [15] FELEKOLU B,TOSUN F K,GDEK E. A novel method for the determination of polymeric micro-fiber distribution of cementitious composites exhibiting multiple cracking behavior under tensile loading[J]. Construction and Building Materials,2015,86: 85-94.
[16] [16] WILLE K,TUE N V,PARRA M G J. Fiber distribution and orientation in UHP-FRC beams and their effect on backward analysis[J]. Materials and Structures,2014,47(11): 1825-1838.
[17] [17] RANJBARIAN M,MECHTCHERINE V,ZHANG Z Y,et al. Locking front model for pull-out behaviour of PVA microfibre embedded in cementitious matrix[J]. Cement and Concrete Composites,2019,103: 318-330.
[18] [18] KANG J G,KIM K,LIM Y M,et al. Modeling of fiber-reinforced cement composites: discrete representation of fiber pullout[J]. International Journal of Solids and Structures,2014,51(10): 1970-1979.
[19] [19] MENG D,HUANG T,ZHANG Y X,et al. Mechanical behaviour of a polyvinyl alcohol fibre reinforced engineered cementitious composite (PVA-ECC) using local ingredients[J]. Construction and Building Materials,2017,141: 259-270.
[20] [20] HOU D S,ZHANG W,GE Z,et al. Experimentally validated peridynamic fracture modelling of mortar at the meso-scale[J]. Construction and Building Materials,2021,267: 120939.
[21] [21] SCHLANGEN E,QIAN Z W. 3 d modeling of fracture in cement-based materials[J]. Journal of Multiscale Modelling,2009,1(2): 245-261.
[22] [22] MA H,QIAN S Z,ZHANG Z G,et al. Tailoring engineered cementitious composites with local ingredients[J]. Construction and Building Materials,2015,101: 584-595.
[23] [23] KANG J G,BOLANDER J E. Multiscale modeling of strain-hardening cementitious composites[J]. Mechanics Research Communications,2016,78: 47-54.
[24] [24] ZHANG H Z,JIN Z Q,JIANG N D,et al. Fracture modelling of concrete at meso? scale using piece wise based elastic plastic lattice model[J]. Materials Reports,2023,37(8): 51-57 (in Chinese).
[25] [25] WANG H W,ZHOU H W,GUI L L,et al. Analysis of effect of fiber orientation on Youngs modulus for unidirectional fiber reinforced composites[J]. Composites Part B: Engineering,2014,56: 733-739.
[26] [26] PLAGU T,DESMETTRE C,CHARRON J P. Influence of fiber type and fiber orientation on cracking and permeability of reinforced concrete under tensile loading[J]. Cement and Concrete Research,2017,94: 59-70.
[27] [27] VICENTE M A,RUIZ G,GONZLEZ D C,et al. Effects of fiber orientation and content on the static and fatigue behavior of SFRC by using CT-Scan technology[J]. International Journal of Fatigue,2019,128: 105178.
[28] [28] DING C,GUO L P,CHEN B. Theoretical analysis on optimal fiber-matrix interfacial bonding and corresponding fiber rupture effect for high ductility cementitious composites[J]. Construction and Building Materials,2019,223: 841-851.
[29] [29] ZHAO Y M,ZHANG M F,ZHANG Z,et al. Performance of hybrid fiber reinforced high-strength concrete[J]. Bulletin of the Chinese Ceramic Society,2022,41(7): 2299-2307 (in Chinese).
[30] [30] LU Z Y,YIN R,YAO J,et al. Surface modification of polyethylene fiber by ozonation and its influence on the mechanical properties of Strain-Hardening Cementitious Composites[J]. Composites Part B: Engineering,2019,177: 107446.
[31] [31] KONG Y,SHAO Y J,DU L,et al. Analysis of relationship between material composition and properties of ECC[J]. Bulletin of the Chinese Ceramic Society,2020,39(1): 68-74+89 (in Chinese).
[32] [32] YU J,ZHANG M,LI G Y,et al. Using nano-silica to improve mechanical and fracture properties of fiber-reinforced high-volume fly ash cement mortar[J]. Construction and Building Materials,2020,239: 117853.
[33] [33] LI V C,BOS F P,YU K Q,et al. On the emergence of 3D printable engineered,strain hardening cementitious composites (ECC/SHCC)[J]. Cement and Concrete Research,2020,132: 106038.
[34] [34] LU C,LEUNG C K Y. Theoretical evaluation of fiber orientation and its effects on mechanical properties in engineered cementitious composites (ECC) with various thicknesses[J]. Cement and Concrete Research,2017,95: 240-246.
[35] [35] YAO Z G,LIN C,CAI S,et al. Effect of fly ash on PVA fiber/cementitious matrix interfacial interactio-ns and tensile properties of composites[J]. Bulletin of the Chinese Ceramic Society,2022,41(7): 2327-2336 (in Chinese).
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ZHAO Xiangpeng, LI Hui, YANG Qingyuan, LIU Yuanzhen, GE Zhi, JIANG Nengdong, ZHANG Hongzhi. Establishment and Simulation of Single Fiber Pull-Out Test Based on Lattice Model Theory[J]. Bulletin of the Chinese Ceramic Society, 2024, 43(5): 1850
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Received: Oct. 8, 2023
Accepted: --
Published Online: Aug. 15, 2024
The Author Email: Nengdong JIANG (jiangnengdong@mail.sdu.edu.cn)
CSTR:32186.14.