Experimental study on shear behavior of concrete-filled precast concrete tube columns

被引：0
|
作者：
Zhang S. [1 ,2 ]
Zhang X. [1 ,3 ]
Li X. [2 ]
Zhang T. [2 ]
Ding Y. [1 ]
Meng X. [1 ]
机构：
[1] Tianjin University Architectural Design & Urban Planning Research Institute Co., Ltd, Tianjin
[2] School of Civil Engineering, Tianjin University, Tianjin
[3] Key Laboratory of Coast Civil Structure Safety of Ministry of Education, Tianjin University, Tianjin
来源：
Jianzhu Jiegou Xuebao/Journal of Building Structures | 2022年 / 43卷 / 04期
关键词：
Concrete-filled precast concrete tube (CFPCT) column; Shear capacity; Shear mechanism; Static test; Truss-arch model;
D O I：
10.14006/j.jzjgxb.2020.0332
中图分类号：
学科分类号：
摘要：
To study the shear behavior of concrete-filled precast concrete tube (CFPCT) columns, monotonic loading tests were conducted on twelve CFPCT columns and three precast concrete hollow tube columns. The effects of shear span ratio, axial compression ratio, stirrup ratio and strength of filled concrete on the shear capacity, deformation behavior and failure mode of the specimens were analyzed. The test results show that the failure modes of all specimens are shear-compression failure. The angle of main inclined crack ranges from 28° to 41°. Shear span ratio and axial compression ratio have great effect on the shear behavior of CFPCT columns. Increasing the shear span ratio decreases the shear capacity, but significantly increases the deformation capacity. The shear capacity increases with the increase of the axial compression ratio, while the deformation capacity shows an inverse relationship. Compared with the precast concrete hollow tube columns, the shear capacity and deformation capacity of the CFPCT column are improved due to the presence of infilled concrete. The shear capacity formula for CFPCT columns was proposed. The predicted values are in good agreement with the test results. © 2022, Editorial Office of Journal of Building Structures. All right reserved.
引用
收藏
页码：186 / 197
页数：11
相关论文
共 17 条
  • [1] PARK H G, LEE H J, CHOI I R, Et al., Concrete-filled steel tube columns encased with thin precast concrete [J], Journal of Structural Engineering, 141, 12, pp. 1-11, (2015)
  • [2] LIM W Y, PARK H G, OH J K, Et al., Seismic resistance of cast-in-place concrete-filled hollow PC columns [J], Journal of the Korea Concrete Institute, 26, 1, pp. 35-46, (2014)
  • [3] ZHANG Xizhi, ZHANG Shaohua, NIU Sixin, Research and prospect of precast concrete tubular column in prefabricated buildings, Building Structure, 48, 7, pp. 79-85, (2018)
  • [4] KIM C S, LIM W Y, PARK H G, Et al., Cyclic loading test for cast-in-place concrete-filled hollow precast concrete columns [J], ACI Structural Journal, 113, 2, pp. 205-215, (2016)
  • [5] KIM C S, LEE H J, PARK C K, Et al., Cyclic loading test for concrete-filled hollow precast concrete columns produced by using a new fabrication method [J], Journal of Structural Engineering, 143, 4, pp. 212-225, (2017)
  • [6] XIAO J Z, HUANG X, SHEN L M., Seismic behavior of semi-precast column with recycled aggregate concrete, Construction and Building Materials, 35, 10, pp. 988-1001, (2012)
  • [7] XIAO Jianzhuang, JIANG Xinghan, HUANG Yijie, Et al., Test on the mechanical behavior of semi-precast recycled concrete elements, China Civil Engineering Journal, 46, 5, pp. 99-104, (2013)
  • [8] ZHANG S H, ZHANG X Z, XU S B, Et al., Seismic behavior of normal-strength concrete-filled precast high-strength concrete centrifugal tube columns [J], Advances in Structural Engineering, 23, 4, pp. 614-629, (2020)
  • [9] ZHANG Jianwei, SHEN Zhaoxu, CAO Wanlin, Et al., Experimental research on seismic behavior of high-strength concrete filled prefabricated high-strength concrete tube columns with HRB600 steel bars, Industrial Construction, 49, 8, pp. 77-82, (2019)
  • [10] DING Hongyan, DU Chuang, ZHANG Puyang, Experimental investigation on seismic behavior of new concrete-filled precast tubular column, Journal of Harbin Engineering University, 38, 4, pp. 1-7, (2017)
12