Shear Strength Prediction of High Performance Reinforced Concrete Deep Beams with Stirrups by ANSYS

Ihsan, Mohammad Ali and Aziz, Omar Qarani and Yaseen, Sinan Abdulkhaleq (2017) Shear Strength Prediction of High Performance Reinforced Concrete Deep Beams with Stirrups by ANSYS. Eurasian Journal of Science and Engineering, 3 (1). pp. 212-221. ISSN 24145629

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Official URL: http://dx.doi.org/10.23918/eajse.v3i1sip212

Abstract

The present paper is a theoretical analyses of three dimensional (3D) finite element (FE) model to predicate the shear stress, shear strain, load deflection and crack propagation of sixteen high performance reinforced concrete deep beams (HPRCDB) with stirrups by ANSYS (v14). The main variables considered were; vertical shear stress (pvfy), ranging from 1.27 to 7.46MPa, horizontal shear stress (pvfy), ranging from 2.38 to 5.30 MPa and vertical and horizontal (combination) shear stress (pvfy), ranging from (1.27+2.38 to 7.46+5.30) MPa, Three types of concrete were used based on the compressive strength; Normal Strength Concrete, (NSC), 43MPa, High Strength Concrete, (HSC), 62.5MPa, and High Performance Concrete, (HPC), more than 100MPa.Results obtained by ANSYS were compared with the experimental results in order to verify the accuracy of the finite element model. The theoretical results of the FE models show good agreement with the taken experimental data, in both linear and nonlinear behaviors ranges up to failure. The effect of each parameter were discussed and compared with the experimental works.

Item Type: Article
Uncontrolled Keywords: ANSYS, Deep Beams, Finite Element, Shear Strength, High Performance
Subjects: T Technology > TA Engineering (General). Civil engineering (General)
Divisions: Ishik Eurasian Journal of Science and Engineering > VOL 3, NO 1 (2017)
Depositing User: Depositor @ Ishik University
Date Deposited: 26 Apr 2018 20:10
Last Modified: 26 Apr 2018 20:10
URI: http://eprints.ishik.edu.iq/id/eprint/48

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