4.6 Article

Experimental Research on Mechanical Properties and Compression Constitutive Relationship of PVA Fiber-Reinforced Coral Concrete

期刊

MATERIALS
卷 15, 期 5, 页码 -

出版社

MDPI
DOI: 10.3390/ma15051762

关键词

coral concrete; PVA fiber; mechanical property; stress-strain curve; constitutive relationship

资金

  1. National Natural Science Foundation of China [51890903]
  2. Henan Province Young Backbone Teacher Training Plan of China [2019GZGG075]
  3. National Key Research Program of China [2017YFC0703403]
  4. Collaborative Innovation Center for New Energy-Saving Building Materials of Kaifeng University

向作者/读者索取更多资源

This paper experimentally investigated the mechanical properties of coral concrete with different strength and different polyvinyl alcohol (PVA) fiber content under compression. The results showed that adding an appropriate amount of PVA fiber could improve the mechanical properties of coral concrete, especially its toughness. A piecewise function model was selected to describe the stress-strain relationship of coral concrete, which was consistent with the experimental curve and its characteristic points. Experimental validations confirmed the accuracy of the selected constitutive model.
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.

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