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Analytical investigation on behavior of partially precast concrete deck slabs subjected to shear failure


Article Information

Title: Analytical investigation on behavior of partially precast concrete deck slabs subjected to shear failure

Authors: Shibasis Sen, C. Pavithra

Journal: ARPN Journal of Engineering and Applied Sciences

HEC Recognition History
Category From To
Y 2023-07-01 2024-09-30
Y 2022-07-01 2023-06-30
Y 2021-07-01 2022-06-30
X 2020-07-01 2021-06-30

Publisher: Khyber Medical College, Peshawar

Country: Pakistan

Year: 2020

Volume: 15

Issue: 21

Language: English

Categories

Abstract

Composite deck slab consists of reinforced concrete cast on top of deck sheet which are bonded together by introducing stiffener, embossment etc. Partially precast technique has many advantages like fast construction, reduction in weight of precast portion during transportation etc. 1mm thick deck sheet is use for this study in which the precast depth taken as 75mm. A total of 3 specimen has been analyzed by varying the material properties during two stage construction. Conventional aggregate concrete and lightweight aggregate concrete are used for this study. Finite element analysis method has been carried out with the help of ANSYS 14 software. Both static linear analysis and non-linear analysis is done to get the actual behavior of the slab. It is expected that by using expanded clay light-weight aggregate it will decrease the weight of slab.


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