Paper Title:
Calculation of Flexural Capacity of SRC Beams Strengthened with CFRP
  Abstract

A design idea has been brought forward about SRC beams strengthened with CFRP, in order to solve flexural capacity shortage and need strengthening engineering problems. By analyzing loading process, failure mode and loading mechanism, flexural capacity was calculated by superposition method. According to different failure modes and neutral axis’ location in the steel, the computed formula of flexural capacity about SRC beams strengthened with CFRP was proposed, and it provided references for design of SRC beams strengthened with CFRP.

  Info
Periodical
Advanced Materials Research (Volumes 194-196)
Edited by
Jianmin Zeng, Taosen Li, Shaojian Ma, Zhengyi Jiang and Daoguo Yang
Pages
1154-1159
DOI
10.4028/www.scientific.net/AMR.194-196.1154
Citation
X. C. Wang, X. X. Liu, L. Zhou, H. T. Liu, M. Yang, "Calculation of Flexural Capacity of SRC Beams Strengthened with CFRP", Advanced Materials Research, Vols. 194-196, pp. 1154-1159, 2011
Online since
February 2011
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Price
$32.00
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