Paper Title:
Nonlinear Full-Range Analysis of Steel Reinforced Concrete L-Shaped Columns
  Abstract

The neutral axis change along with axial load ratio, load angle, section size etc. For the neutral axis of SRCLSC(steel reinforced concrete L-shaped column) is neither plumb with the plane that the moment work on, nor parallel with borderlines of SRCLSC section, it is difficult to get loading capacity and ductility of SRCLSC on biaxial eccentric loading. Based on the plane-section assumption, a method for the nonlinear analysis of complete response process for ductility of 15 SRCLSC..It include 36 sets for load angle, 6 sets for axial load ratio, 3 sets for concrete strength, 3 sets for the content of steel, 2 sets for steel style, 3 sets for stirrup ratio, 3 sets for steel location, 3 sets for section size, 3 sets for stirrup diameter about SRCLSC. The ductile behavior of L-shaped, with calculating 1068 loading conditions,are investigated. It concluded that axial load ratio, load angle, and ratio of the spacing of stirrups and longitudinal reinforcement’s diameter (s/d) are most important factors.

  Info
Periodical
Advanced Materials Research (Volumes 243-249)
Edited by
Chaohe Chen, Yong Huang and Guangfan Li
Pages
149-155
DOI
10.4028/www.scientific.net/AMR.243-249.149
Citation
Z. Li, S. J. Chen, Y. N. Wang, C. P. Zhang, J. Xu, "Nonlinear Full-Range Analysis of Steel Reinforced Concrete L-Shaped Columns", Advanced Materials Research, Vols. 243-249, pp. 149-155, 2011
Online since
May 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: Hong Yuan Tang, Wei Lin
Chapter 1: Structural Engineering
Abstract:This paper uses ANSYS finite element program to do the nonlinear finite element analysis on steel reinforced concrete L-shaped short-shear...
571
Authors: Zhen Wang, Xiu Xin Wang
Chapter 3: Bridge Engineering
Abstract:To research the impact of inner concrete filled steel tubular (CFST) on the reinforced concrete (RC) pier confined by stirrups, a Matlab...
789