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Researches on bearing capacity of cross-section of reinforced concrete members subjected to combined biaxial bending and tension



Title: Researches on bearing capacity of cross-section of reinforced concrete members subjected to combined biaxial bending and tension
Author(s): Y. Li, H. Lin, Z. Dai, S. Han
Paper category : conference
Book title: International Conference on Advances in Concrete and Structures
Editor(s): Ying-shu Yuan, Surendra P. Shah and Heng-lin Lü
Print-ISBN: 2-912143-41-1
e-ISBN: 2351580176
Publisher: RILEM Publications SARL
Publication year: 2003
Pages: 1289 - 1295
Total Pages: 7
Nb references: 5
Language: English


Abstract: 
This paper presents the ultimate strength behavior of reinforced concrete members subjected to biaxial bending and tension. A computer program for calculation of various sections was developed to study the interaction diagrams (N-M) and load contours (Mx-My) to biaxial bending and tension for rectangular, L-shaped, T-shaped, and cross-shaped sections. Three specimens were tested in biaxial bending and tension with the aim of determining the ultimate strength of reinforced concrete members with L-shaped cross-section[1]. The computed results were compared with the experimental results, and they are in good agreement.


Online publication: 2003-08-10
Publication type : full_text
Public price (Euros): 0.00