Seismic behavior of columns with PVA fiber high strength reinforced concrete in potential plastic region

被引:0
|
作者
Ziyi Z. [1 ,2 ]
Changqing M. [1 ,2 ]
Chuanzhi S. [3 ]
机构
[1] Key Laboratory of Concrete and Prestressed Concrete Structure of Ministry of Education, Southeast University, Nanjing
[2] School of Civil Engineering, Southeast University, Nanjing
[3] School of Civil Engineering and Architecture, Suqian College, Suqian
关键词
axial compression ratio; OpenSees; polyvinyl alcohol (PVA) fiber concrete; PVA fiber volume fractions; seismic performance test; shear-to-span ratio;
D O I
10.3969/j.issn.1001-0505.2023.02.007
中图分类号
学科分类号
摘要
In order to clarify the effects of axial pressure ratio, shear-to-span ratio and PVA fiber volume fractions on the seismic performance of localized PVA fiber high-strength concrete columns, eight high-strength reinforced concrete columns with different axial pressure ratios (0.2, 0.3 and 0.4), shear-to-span ratios (3.23, 4.15 and 5.07) and PVA fiber volume fractions (0, 0.3%, 0.5% and 0.7%) were subjected to seismic performance test. The effects of PVA fiber volume fractions, axial compression ratio and shear-to-span ratio on the energy dissipation capacity, self-resetting capacity, strength degradation performance, stiffness degradation performance and bending moment curvature relationship of high-strength reinforced concrete columns were analyzed. The finite element simulation software OpenSees was used as a platform to establish the specimen model and to extend the analysis of axial compression ratio and shear-to-span ratio. The results show that the ductility and energy dissipation capacity of PVA fiber concrete columns are significantly better and the seismic performance is better; meanwhile, the axial pressure ratio and shear-span ratio have significant effects on the seismic performance, and the PVA fiber volume fractions has more influence on it; the established finite element model has high accuracy. © 2023 Southeast University. All rights reserved.
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页码:242 / 251
页数:9
相关论文
共 11 条
  • [1] Damage investigation report on concrete buildings, the 1995 Hyogo-ken Nanbu Earthquake, (1996)
  • [2] Malvar L J, Ross C A., Review of strain rate effects for concrete in tension[J], ACI Materials Journal, 95, 6, pp. 735-739, (1998)
  • [3] Kou J L, Deng M K, Liang X W., Experimental study of uniaxial tensile properties of ductile fiber reinforced concrete [J], Building Structure, 43, 1, pp. 59-64, (2013)
  • [4] Saghafi M H, Shariatmadar H, Kheyroddin A., Seismic behavior of high-performance fiber-reinforced cement composites beam-column connection with high damage tolerance, International Journal of Concrete Structures and Materials, 13, 1, pp. 1-20, (2019)
  • [5] Sun Y Y, Wang Z B, Sheng C, Et al., The study on seismic behavior of RC columns reinforced with high ductile polyester fiber [J], Science Technology and Engineering, 16, 24, pp. 279-284, (2016)
  • [6] Liu Z J, Li Y, Wen C G., Experimental study on strength and deformation performance of PVA-ECC under splitting tension[J], Journal of Building Materials, 19, 4, pp. 746-751, (2016)
  • [7] Yin S P, Li Y, Liu M, Et al., Seismic behavior of reinforced concrete columns strengthened with textile reinforced concrete added polyvinyl alcohol fiber [J], Journal of Tongji University (Natural Science), 47, 5, pp. 609-616, (2019)
  • [8] Han J P, Liu W L., Experimental investigation on seismic behavior of PVA fiber reinforced concrete columns with high axial compression ratios [J], Engineering Mechanics, 34, 9, pp. 193-201, (2017)
  • [9] Wang Y Q, Xie C Y, Liu S G, Et al., Experimental study on seismic performance of polyvinyl alcohol fiber reinforced cementitious composite medium-length columns with low axial pressure ratio [J], Acta Materiae Compositae Sinica, 38, 12, pp. 4337-4348, (2021)
  • [10] Shan Q F, Pan J L, Chen J H., Mechanical behaviors of steel reinforced ECC/concrete composite columns under combined vertical and horizontal loading [J], Journal of Southeast University (English Edition), 31, 2, pp. 259-265, (2015)