Paper Title:
Shear-Lag Phenomenon in Cast-in-Site Reinforced Concrete Hollow Floor System
  Abstract

Shear-lag phenomenon exits in many long-web structure especially when the stiffness of web is much larger than that of the flange’s. In this paper, Energy-Variation Method is applied to interpret shear-lag phenomenon in cast-in-site reinforced concrete hollow floor system. Finite Element Method (FEM) and is then used to validate the analysis results. The solution for the variation equation for effective flange width is proposed by solving the differential equations using proper boundary conditions.

  Info
Periodical
Advanced Materials Research (Volumes 368-373)
Chapter
Chapter 1: High Strength High Performance Materials and New Structural System
Edited by
Qing Yang, Li Hua Zhu, Jing Jing He, Zeng Feng Yan and Rui Ren
Pages
629-634
DOI
10.4028/www.scientific.net/AMR.368-373.629
Citation
Z. Y. Huang, C. Chen, "Shear-Lag Phenomenon in Cast-in-Site Reinforced Concrete Hollow Floor System", Advanced Materials Research, Vols. 368-373, pp. 629-634, 2012
Online since
October 2011
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Price
$32.00
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