Paper Title:
In-Plane Force Effect of Reinforced Concrete Beam with Elastic Supports
  Abstract

The bearing capacities of one-way reinforced concrete beams with elastic supports are investigated in this paper. According to the nonlinear characteristics of the beams, the basic equations based on plastic theory of concrete are derived by considering the in-plane force effects that aroused by the constraints of supports when the beams deforming. It is indicated that the calculation results are in good agreement with experimental datum, and the influences of different supports on the bearing capacities of the beams are quantitatively given for the first time.

  Info
Periodical
Advanced Materials Research (Volumes 287-290)
Chapter
Earthquake Resistant Structures, Materials and Design
Edited by
Jinglong Bu, Pengcheng Wang, Liqun Ai, Xiaoming Sang, Yungang Li
Pages
1896-1901
DOI
10.4028/www.scientific.net/AMR.287-290.1896
Citation
Z. K. Guo, W. X. Chen, Q. F. Wang, Y. Huang, C. P. Li, X. Z. Xu, "In-Plane Force Effect of Reinforced Concrete Beam with Elastic Supports", Advanced Materials Research, Vols. 287-290, pp. 1896-1901, 2011
Online since
July 2011
Export
Price
$32.00
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