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Published: Građevinar 75 (2023) 2
Paper type: Scientific research paper
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Investigation of concrete slabs made with cement based mortars under impact loads

R. Tuğrul Erdem, Murat Berberoğlu, Engin Gücüyen

Abstract

As structural members can be subjected to impact loading during their service life, impact experiments are applied for various materials and objects by taking different methods into consideration. The effect of impact load on concrete slabs prepared with cement-based mortars is investigated in this study. A total of nine slab specimens measuring 500 x 500 x 50 mm are tested within the experimental program. Test specimens are prepared to provide different strength values and tested under impact load using the drop test setup. The impact resistance values of the specimens are determined based on the acceleration, impact load and displacement values, as obtained by measurement devices. In addition, crack distribution of the specimens is observed during impact tests. It has been noted that mortar types have a significant effect on the impact behaviour of the specimens. The finite element analysis is generated for each specimen to verify experimental results. Time histories of the acceleration, displacement and impact load values of the selected test specimens are compared. The relationship between experimental and numerical analysis results is presented, which reveals that the finite element procedure can be used in the evaluation of dynamic response of test specimens under the low velocity impact loading.

Keywords
concrete slab, drop test setup, impact loading, numerical analysis

HOW TO CITE THIS ARTICLE:

Erdem, R. T., Berberoğlu, M., Gücüyen, E.: Investigation of concrete slabs made with cement based mortars under impact loads, GRAĐEVINAR, 75 (2023) 2, pp. 117-127, doi: https://doi.org/10.14256/JCE.3159.2021

OR:

Erdem, R. T., Berberoğlu, M., Gücüyen, E. (2023). Investigation of concrete slabs made with cement based mortars under impact loads, GRAĐEVINAR, 75 (2), 117-127, doi: https://doi.org/10.14256/JCE.3159.2021

LICENCE:

Creative Commons License
This paper is licensed under a Creative Commons Attribution 4.0 International License.
Authors:
Assoc. Prof. Dr. R. Turul Erdem WEB
R. Tuğrul Erdem
Celal Bayar University, Turkey
Faculty of Engineering
Department of Civil Engineering
MSc. Murat Berberolu WEB
Murat Berberoğlu
Manisa Celal Bayar, University Turkey
Faculty of Civil Engineering
Engin GUCUYEN
Engin Gücüyen
Celal Bayar University, Turkey
Faculty of Engineering
Department of Civil Engineering