Paper Title:
A New Approach for Bearing Capacity of SRC Columns with Bond Failure
  Abstract

Bond stress between concrete and shape steel makes both materials cooperate as a whole, but diminished at final stage of loading period. A shear model is established to throw illumination on mechanism of bond failure. Tensile stress in concrete leaded to bond cracks and eventually the bond failure, which is due to the shear passing from concrete to shape steel. A new approach for bearing capacity of SRC columns with bond failure is put forward which based on the equivalent law of shear stress and shear stress distribution of rectangular section for formula derivation, the calculated results are consistent with those of the test.

  Info
Periodical
Advanced Materials Research (Volumes 163-167)
Edited by
Lijuan Li
Pages
1157-1161
DOI
10.4028/www.scientific.net/AMR.163-167.1157
Citation
K. Wu, J. Y. Xue, P. Z. Cao, H. T. Zhao, J. G. Yue, "A New Approach for Bearing Capacity of SRC Columns with Bond Failure", Advanced Materials Research, Vols. 163-167, pp. 1157-1161, 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: Shan Suo Zheng, Guo Zhuan Deng, Wei Tian
133
Authors: Ming Xie, Shan Suo Zheng
Chapter 3: Energy Application, Material Engineering and Environment
Abstract:Based on the experimental study of pull-out specimens on bond-slip behaviors between shaped steel and concrete in SRC (Steel Reinforced...
352
Authors: Shi Yong Jiang, Yong Ye, Wei Fei
Chapter 2: Advanced Building Materials
Abstract:Through the pull-out test methods, the concrete strength、reinforcement diameter Basalt Fiber Reinforced Plastics Bars、the anchorage length、...
993