Paper Title:
Crack Pattern and Ductility of Connections Composed of CSSEUHSC Columns and SEC Beams under 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 steel encased concrete (SEC) beams under cycle loads, six interior connection specimens were tested in the laboratory. It was found that cracks appeared in the connection core regions and at the beam end for all specimens, and all the connections behaved in a ductile manner and failed in bending with a beam plastic hinge and shearing in the connection core region. The experimental results indicated that test parameters of connection composed of CSSEUHSC columns and SEC beams with good crack resistance performance may be referred for engineering application.

  Info
Periodical
Edited by
Shaobo Zhong, Yimin Cheng and Xilong Qu
Pages
396-399
DOI
10.4028/www.scientific.net/AMM.50-51.396
Citation
C. W. Yan, J. Zhang, J. Q. Jia, "Crack Pattern and Ductility of Connections Composed of CSSEUHSC Columns and SEC Beams under Cycle Loads", Applied Mechanics and Materials, Vols. 50-51, pp. 396-399, 2011
Online since
February 2011
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: Yan Xia Zhang, Lu Yao Wang, Fan Yang
Abstract:Five different full-scale improved beam-to-column connections in steel moment frame were tested to study the failure process, failure mode,...
1335
Authors: Hui Mao, Cheng Hua Li, Yan Wang
Chapter 10: Innovative Structures: Technologies and Applications
Abstract:By the method of the experiment and the finite element, the production, development regulation and location of the plastic hinge of widened...
2399
Authors: Yan Xia Zhang, Quan Xi Ye, Lu Yao Wang
Chapter 12: Monitoring and Control of Structures
Abstract:Two types of beam Strengthening-Bolt spliced connection were analyzed by using ABAQUS. The results showed that Beam Strengthen- Bolt Spliced...
3390
Authors: Yu Zhou Shi, Xiao Yan Zheng, Yan Li
Chapter 2: Structural Engineering
Abstract:In the design and calculation of staggered steel truss structure, we always assume that truss chord and pillars is hinged while longitudinal...
801