Paper Title:
Crack Pattern and Ductility of Connections Composed of CSSEUHSC Columns and RC Beams Subjected to Reversal Cycle Loads
  Abstract

In order to investigate the crack pattern and ductility of connection composed of cross shaped steel encased ultra high strength concrete (CSSEUHSC) columns and reinforced concrete (RC) beams subjected to reversal cycle load, six interior connection specimens were tested with various axial load ratio and volumetric stirrup ratio. A discussion on the ductility and crack pattern was presented. It was found that cracks appeared in the connection core regions and at the beam end for all specimens, and that axial load ratio had more influence on the crack resistance capacity. The experimental results indicated that test parameters of connection composed of CSSEUHSC columns and RC Beams with good crack resistance performance may be referred for engineering application.

  Info
Periodical
Edited by
Ran Chen
Pages
3884-3887
DOI
10.4028/www.scientific.net/AMM.44-47.3884
Citation
J. Zhang, C. W. Yan, J. Q. Jia, "Crack Pattern and Ductility of Connections Composed of CSSEUHSC Columns and RC Beams Subjected to Reversal Cycle Loads", Applied Mechanics and Materials, Vols. 44-47, pp. 3884-3887, 2011
Online since
December 2010
Export
Price
$32.00
Share

In order to see related information, you need to Login.

In order to see related information, you need to Login.

Authors: Wen Ling Tian, Hao Dong, Niu Jie
Abstract:Using the method of sticking steel plates and CFRP, 2 R.C. cross-shaped columns are strengthened. One using steel pastes, another using...
3761
Authors: Gang Zheng, Gui Qian Li
Abstract:Based on the basic requirements of current Guidelines for Seismic Design of Highway Bridges, the orthogonal quasi-static test of four factors...
547
Authors: Shan Suo Zheng, Yue Heng Yan, Qing Lin Tao, Wen Yong Li
Chapter 5: Seismic Engineering
Abstract:Based on the experiments of a reinforced concrete frame column, 5 new members with different volumetric percentage of stirrups which are...
2046
Authors: Xiao Wei Li, Xue Wei Li, Xin Yuan
Chapter 1: Traditional Building Materials
Abstract:For expedite the development of high titanium heavy slag concrete, eight high titanium heavy slag high strength reinforced concrete...
455
Authors: Pei Zhen Xu, Xia Wu, Na Zhang, Hou Jian Zhang, Huan Sen Xing
Chapter 2: Monitoring and Control of Structures
Abstract:The hysteretic behaviors of concrete filled steel tube columns under low cyclic loads were analyzed for verification the accumulated energy...
1152