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Experimental Research on Mechanical Properties and Compression Constitutive Relationship of PVA Fiber-Reinforced Coral Concrete
Authors:Lan Rao  Ling Wang  Yun Zheng
Affiliation:1.School of Civil Engineering, Xi’an University of Architecture & Technology, Xi’an 710055, China;2.School of Civil and Architectural Engineering, Kaifeng University, Kaifeng 475004, China;3.Central Research Institute of Building and Construction Co., Ltd., MCC, Beijing 100088, China;
Abstract:In this paper, the mechanical properties of coral concrete with different strength and different polyvinyl alcohol (PVA) fiber content under compression were experimentally investigated. The results show that adding an appropriate amount of PVA fiber could obtain satisfactory mechanical properties of coral concrete. The stress–strain constitutive relationship of plain and PVA fiber-reinforced coral concrete was investigated by prism uniaxial compression test. The results shown that the incorporation of PVA fiber had a significant effect on limiting the development of concrete internal cracks, and effectively improved the mechanical properties of coral concrete after cracking, especially the toughness. Different constitutive models from previous research were used to describe the axial compressive stress–strain relationship of plain and PVA fiber-reinforced coral concrete, and a piecewise function model was finally selected which is most consistent with the experimental curve and its characteristic points. In addition, determination of critical parameters for the selected constitutive model was proposed, and experimental validations confirmed its accuracy.
Keywords:coral concrete, PVA fiber, mechanical property, stress–  strain curve, constitutive relationship
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