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Professional paper

https://doi.org/10.14256/JCE.1557.2016

Non-linear analysis of reinforced concrete slabs under impact effect

R. Tuğrul Erdem
Engin Gücüyen


Full text: croatian pdf 605 Kb

page 479-487

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Full text: english pdf 601 Kb

page 479-487

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Abstract

Most of the existing structures are designed to resist static loads only. Various researchers indicate that sudden loads affecting structural members should also be considered in the design phase. Surfaces of many structures are covered with concrete slab members that are under the effect of sudden loads such as accidental drops, rock falls, or military attacks. A non-linear analysis of RC slabs is performed in this study using the Abaqus software. Impact parameters such as accelerations, velocities, displacements, impact forces, and energy capacities, are determined for each slab.

Keywords

impact parameters; non-linear analysis; sudden loads; support conditionss

Hrčak ID:

185037

URI

https://hrcak.srce.hr/185037

Publication date:

16.7.2017.

Article data in other languages: croatian

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