Abstract
A model was recently proposed for predicting the load-deformation response of a reinforced concrete member under torsion combined with bending and shear to spalling or ultimate. This paper shows the application of the model to create interaction surfaces to predict the failure of a member subjected to different ratios of applied torsion, bending, and shear. the model was validated by comparing the predicted and experimental behavior of 28 members from three experimental studies available in the literature. the members were loaded under torsion combined with different ratios of bending, and shear. the torque-twist behavior, reinforcement stress, and concrete surface strain predicted by the model were in close agreement with the experiments. This paper also describes how the model can be applied to create interaction surfaces. the interaction curves predicted by the model were validated by comparing the predicted and experimental capacities of 17 specimens available in the literature. © 2009 ASCE.
Recommended Citation
G. Greene and A. Belarbi, "Model for Reinforced Concrete Members under Torsion, Bending, and Shear. II: Model Application and Validation," Journal of Engineering Mechanics, vol. 135, no. 9, pp. 970 - 977, American Society of Civil Engineers, Aug 2009.
The definitive version is available at https://doi.org/10.1061/(ASCE)0733-9399(2009)135:9(970)
Department(s)
Civil, Architectural and Environmental Engineering
Keywords and Phrases
Bending; Combined stress; Nonlinear analysis; Reinforced concrete; Shear; Torsion; Validation
International Standard Serial Number (ISSN)
0733-9399
Document Type
Article - Journal
Document Version
Citation
File Type
text
Language(s)
English
Rights
© 2024 American Society of Civil Engineers, All rights reserved.
Publication Date
31 Aug 2009
