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2nd International Conference on Materials Science and Sustainable Manufacturing Technology

Analytical Study on Shear Response of Hollow Core Slab Subjected to Elevated Temperature using Extended Finite Element Method

Jeyashree T M, Varunram C, Department of Civil Engineering, College of Engineering and Technology, SRM Institute of Science and Technology, Kattankulathur 603203, Kanchipuram, Tamil Nadu, India.

Online First : 07 June 2023
Publisher Name : AnaPub Publications, Kenya.
ISBN (Online) : 978-9914-9946-9-8
ISBN (Print) : 978-9914-9946-8-1
Pages : 111-117

Abstract


Prestressed hollow core slabs are members without transverse reinforcement and are often exposed to shear failure, especially in elevated temperatures. The study of shear response in the precast pre-stressed hollow core slab is essential to study the tension-compression damage of the flexural member. The hollow core slab is subjected to typical shear failure loading conditions and the loading condition is simulated through the finite element model in ABAQUS. The 3D model depicting the actual shear behaviour of the hollow core slab is developed with the simple concrete damage plasticity model. Extended Finite Element Method (XFEM) analysis is used to study the propagation of cracks, from which displacement and cracking patterns are obtained for the slab with the varying depth of 200 mm, 250 mm, and 300 mm. Effect of varying depth on the shear behaviour of hollow core slab under elevated temperature are determined and the results obtained from the finite element analysis are validated for the accuracy with the ACI equation for shear behaviour and it is observed that there is good agreement in the ultimate load values obtained. The real-time behaviour of the hollow core slab under the combined effect of shear and elevated temperature is depicted with the help of crack propagation analysis. Further, the developed finite element model can be used for crack propagation study of hollow core slabs under shear failure.

Keywords


Elevated Temperature, Shear Response, Shear Failure, Simple Concrete Damage Plasticity, Crack Propagation, XFEM Analysis

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Cite this article


Jeyashree T M, Varunram C, “Analytical Study on Shear Response of Hollow Core Slab Subjected to Elevated Temperature using Extended Finite Element Method”, Advances in Computational Intelligence in Materials Science, pp. 111-117, May. 2023. doi:10.53759/acims/978-9914-9946-9-8_17

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© 2023 Jeyashree T M, Varunram C. This is an open access article distributed under the terms of the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original author and source are credited.