๐”– Bobbio Scriptorium
โœฆ   LIBER   โœฆ

Tension stiffening model for planar reinforced concrete members

โœ Scribed by Chang-Koon Choi; Sung-Hoon Cheung

Publisher
Elsevier Science
Year
1996
Tongue
English
Weight
919 KB
Volume
59
Category
Article
ISSN
0045-7949

No coin nor oath required. For personal study only.

๐Ÿ“œ SIMILAR VOLUMES

An efficient tension-stiffening model fo
An efficient tension-stiffening model for nonlinear analysis of reinforced concrete members
โœ Renata S.B. Stramandinoli; Henriette L. La Rovere ๐Ÿ“‚ Article ๐Ÿ“… 2008 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 1012 KB

A constitutive model for reinforced concrete elements that takes into account the tensile capacity of the intact concrete between cracks, effect known as tension-stiffening, is proposed in this paper. In the model, the tensile stress-strain curve of concrete displays an exponential decay in the post

Load-slip relationship of tension reinfo
Load-slip relationship of tension reinforcement in reinforced concrete members
โœ Rahimah Muhamad; M.S. Mohamed Ali; Deric Oehlers; A. Hamid Sheikh ๐Ÿ“‚ Article ๐Ÿ“… 2011 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 693 KB

An accurate evaluation of the moment-rotation relationship of reinforced concrete members at both serviceability and ultimate limit states is a very important aspect as rotation has a significant contribution to the deflection of the member and also has a direct impact on the magnified moment, the a