Nonlinear Finite Element Analysis of RC Deep Flexural Simply Supported Beams Using Disturbed Stress Field Model
ZHANG Chuan, JIANG Ning
DOI:10.11835/j.issn.1674-4764.2006.01.012
Received August 05, 2005,Revised August 05, 2005, Accepted , Available online July 01, 2015
Volume ,2006,Pages 47-
- Abstract
A nonlinear finite element analysis of 4 RC deep flexural simply supported beams with the program VT2 is presented. Crack development and failure modes , longitudinal reinforcement strain distributions and load -deflection curves were compared as a result in order to evaluate the validity of the disturbed stress field model to analyse such deep simply supported beam.