Assessment of civilian structures for military applications

Author:

Campidelli Manuel1,Ghani Razaqpur Abdul2,Foo Simon3

Affiliation:

1. Research Engineer, Department of Civil Engineering, McMaster University, Hamilton, Ontario, Canada

2. Professor, Department of Civil Engineering, McMaster University, Hamilton, Ontario, Canada

3. Senior Risk Engineer, Public Works and Government Services Canada, Gatineau, Quebec, Canada

Abstract

The increasing tendency to use urban civilian buildings for military purposes prompts the need for the assessment of their blast resistance. Many of these buildings are made of reinforced concrete (RC). Popular tools available for the assessment of existing RC structures in practice include guidelines and design standards, technical manuals and specialised software. These tools include certain assumptions based on scarcely available test data, as historically they were collected for military purposes. Efforts to transfer this knowledge from military to civilian applications are relatively recent and need be corroborated by further testing and numerical analysis. The objective of this paper is to present the results of field tests on full-scale RC members to check the validity of a number of assumptions routinely made in current numerical/analytical models. The data captured during the tests, including reflected pressure and member displacements, are compared with results of empirical and numerical models, in order to gauge the robustness and accuracy of the assumptions underpinning these models. Finally, recommendations are made for an expedient assessment of existing buildings based on simple methodologies.

Publisher

Thomas Telford Ltd.

Subject

General Materials Science,Building and Construction,Civil and Structural Engineering

Cited by 4 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. Numerical strategies for damage assessment of reinforced concrete block walls subjected to blast risk;Engineering Structures;2016-11

2. Blast Design-Basis Threat Uncertainty and Its Effects on Probabilistic Risk Assessment;ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering;2015-12

3. Analytical solution for Young's modulus of concrete with aggregate aspect ratio effect;Magazine of Concrete Research;2015-09

4. Editorial;Magazine of Concrete Research;2014-01

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