Perforation owing to impacts on reinforced concrete slabs

Author:

Izatt C.1,May I. M.2,Lyle J.1,Chen Y.3,Algaard W.1

Affiliation:

1. Arup London, UK

2. School of the Built Environment, Heriot Watt University Edinburgh, UK

3. Garrad Hassan & Partner Ltd Bristol, UK

Abstract

The development and testing of a finite-element model to investigate the impact resistance of reinforced concrete slabs, with and without metal decking, is described. The model is validated against empirical design formulae for cylindrical projectiles. A series of experimental tests involving I-sections impacting reinforced concrete slabs is described and the results are used to validate the model further. Having validated the model, it is then used to provide data for impacts of the slab by typical column sections used in multi-storey buildings. The results could be used to assess the potential effects of dropping components during construction.

Publisher

Thomas Telford Ltd.

Subject

Building and Construction,Civil and Structural Engineering

Cited by 8 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

1. Performance of thin reinforced concrete slabs against low velocity repeated impact load;European Journal of Environmental and Civil Engineering;2023-09-28

2. Comparison Study of Concrete Constitutive Models in ABAQUS for Evaluating Impact Force Under Low Velocity Impact Loading;Lecture Notes in Civil Engineering;2022-10-05

3. Performance of composite metal deck slabs under impact loading;Structures;2019-06

4. Non-linear analysis of concrete structures: a practical design approach to Eurocode;Proceedings of the Institution of Civil Engineers - Engineering and Computational Mechanics;2017-12

5. Improving Impact Resistance of Polymer Concrete Using CNTs;International Journal of Concrete Structures and Materials;2016-08-05

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