Shaaban, Ibrahim ORCID: https://orcid.org/0000-0003-4051-341X (2015) Strut and tie modeling of R.C. continuous deep beams. In: 13th Arab Structural Engineering Conference University of Blida, 13-15 Dec 2015, Blida, Algeria.

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Abstract

A strut and tie model (STM) is proposed for the shear carrying capacity of continuous RC deep beams. First, the mathematical formulation is given to fully describe the geometry, derivation of internal forces, evaluation of compressive and tensile stresses, and consideration of concrete tension softening . Second, validation studies for the modified STM are made for number of tested beams from the literature. Finally, a comparative study is presented between the results of proposed STM with the models of ECP code and the ACI code.

Item Type:	Conference or Workshop Item (Paper)
Subjects:	Construction and engineering > Civil and structural engineering
Related URLs:	Author
Depositing User:	Ibrahim Shaaban
Date Deposited:	16 May 2020 11:28
Last Modified:	04 Nov 2024 12:48
URI:	https://repository.uwl.ac.uk/id/eprint/6967

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