Abstract
The 21 dog-bone specimens with different fiber contents and fiber distribution (random chopped fiber or directional continuous filament fiber bundles) were designed and tested under uniaxial tension using domestic PVA (polyvinyl alcohol) fiber. High fiber content exerted positive influences on cracking stress, peak stress and deformation capacity of specimens with random chopped fiber, compared with the decrease shown in cracking stress of specimens containing directional fiber bundles. There were multiple cracks in specimens containing directional fiber bundles, while only 1–2 typical cracks could be shown in chopped fiber specimens after being broken. Random chopped fiber connected more closely with matrix compared with that only part of fiber bundles could contact with matrix. Double-fold line model and parabolic model could be used simultaneously to fit well with the uniaxial tension constitutive relations of engineered cementitious composite (ECC). Although the performance of PVA produced in China can not reach to the same level of those from Japan, there exists certain practical value in engineering according to its contribution to deformability of structure.
Similar content being viewed by others
References
Guo H, Tao J L, Chen Y, et al. Effect of Steel and Polypropylene Fibers on the Quasi-static and Dynamic Splitting Tensile Properties of High-strength Concrete[J]. Constr. Build. Mater., 2019, 224: 504–514
Li VC, Leung CK. Steady-state and Multiple Cracking of Short Random Fiber Composites[J]. J. Eng. Mech-Asce., 1992, 118(11): 2 246–2 264
Tan GJ, Zhu ZQ, Wang WS, et al. Flexural Ductility and Crack-controlling Capacity of Polypropylene Fiber Reinforced ECC Thin Sheet with Waste Superfine River Sand based on Acoustic Emission Analysis[J]. Constr. Build. Mater., 2021, 277: 122 321
Li HD, Christopher KYL. Potential Use of Strain Hardening ECC in Permanent Formwork with Small Scale Flexural Beams[J]. J. Wuhan. Univ. Technol. Mater. Sci. Ed., 2009, 24(03): 482–487
Wu HL, Yu J, Zhang D, et al. Effect of Morphological Parameters of Natural Sand on Mechanical Properties of Engineered Cementitious Composites[J]. Cem. Concr. Comp., 2019, 100: 108–119
Aslani F, Wang LN. Fabrication and Characterization of an Engineered Cementitious Composite with Enhanced Fire Resistance Performance[J]. J. Clean. Prod., 2019, 221: 202–214
Li VC. Progress and Applications of Engineered Cementitious Composites[J]. J. Chin. Ceram. Soc., 2007, 35(4): 531–536
Qiu JS, Yang EH. Micromechanics-based Investigation of Fatigue Deterioration of Engineered Cementitious Composite (ECC)[J]. Cem. Concr. Res., 2017, 95: 65–74
Yu J, Li HD, Leung CK, et al. Matrix Design for Waterproof Engineered Cementitious Composites (ECCs)[J]. Constr. Build. Mater., 2017, 139: 438–446
Ozbay E, Karahan O, Lachemi M, et al. Dual Effectiveness of Freezing-thawing and Sulfate Attack on High-volume Slag-incorporated ECC[J]. Compos. B. Eng., 2013, 45(1): 1 384–1 390
Ding R, Gou SK, Fan JS. Experimental Research on Mechanical Performance of Monolithic Precast Beams Using Cast-in-place Low-shrinkage Engineered Cementitious Composite[J]. Eng. Mech., 2018, 35(10): 56–65
Liu J, Tan KH. Mechanism of PVA Fibers in Mitigating Explosive Spalling of Engineered Cementitious Composite at Elevated Temperature[J]. Cem. Concr. Comp., 2018: 235–245
Paul SC, Van ZGP. Crack Formation and Chloride Induced Corrosion in Reinforced Strain Hardening Cement-based Composite (R/SHCC) [J]. J. Adv. Conc. Technol., 2014, 12(9): 340–351
Zhu H, Zhang D, Wang TY, et al. Mechanical and Self-healing Behavior of Low Carbon Engineered Cementitious Composites Reinforced with PP-fibers[J]. Constr. Build. Mater., 2020, 259: 119–805
Lee Y, Lee SW, Youn JR, et al. Characterization of Fiber Orientation in Short Fiber Reinforced Composites with an Image Processing Technique[J]. Mater. Res. Innov., 2002, 6(2): 65–72
Xu SL, Yan YQ. Mechanical Properties of Textile Reinforced Concrete Plate at Low Textile Ratios[J]. Acta. Mater. Compos. Sin., 2011, 28(5): 206–213
Lu XL, Zhang Y, Nian XC. Experimental Fiber Study on Stress-strain Curves for High-strength Steel Reinforced Concrete under Monotonic and Repeated Compressive Loadings[J]. J. Build. Struc., 2017, 38(1): 135–143
Zhou LJ, Ren XD, Li J. Experimental Technical on Uniaxial Tensile Behavior of Concrete under Dynamic Loading[J]. Struc. Eng., 2016, 32(1): 163–168
Li VC. From Micromechanics to Structural Engineering-The Design of Cementitious Composites for Civil Engineering Applications[J]. Doboku Gakkai Ronbunshu, 1993, 1993(471): 1–12
Li H. Experimental Research on Ultra High Toughness Cementitious Composites[D]. Dalian: Dalian University of Technology, 2009
Zhang J, Ju XC, Guo ZL. Tensile Properties of Fiber Reinforced Cement Composite with Different PVA Fibers[J]. J. Build. Mater., 2009, 12(6): 706–710
Li VC, Wu C, Wang S, et al. Interface Tailoring for Strain-hardening Polyvinyl Alcohol-Engineered Cementitious Composite (PVA-ECC)[J]. Aci. Mater. J., 2002, 99(5): 463–472
Author information
Authors and Affiliations
Corresponding author
Additional information
Funded by the National Key Research and Development Program of China (No. 2019YFE0112600), the Science and Technology Innovation Action Plan of Shanghai of China (No. 19DZ1204900), and the Fundamental Research Funds for the Central Universities (Nos. 22120180087 and 2020QNA4018)
Rights and permissions
About this article
Cite this article
Guo, X., Wang, S. & Zhang, H. Effects of Fiber Distribution and Content on Performance of Engineered Cementitious Composite (ECC). J. Wuhan Univ. Technol.-Mat. Sci. Edit. 36, 569–577 (2021). https://doi.org/10.1007/s11595-021-2446-2
Received:
Accepted:
Published:
Issue Date:
DOI: https://doi.org/10.1007/s11595-021-2446-2