Prediction of perforation velocity of hard missile impacts on reinforced concrete wall panels

Author:

Lulec Andac1,Sadeghian Vahid2,Vecchio Frank J.1

Affiliation:

1. Department of Civil and Mineral Engineering, University of Toronto, Toronto, ON, Canada.

2. Department of Civil and Environmental Engineering, Carleton University, Ottawa, ON, Canada.

Abstract

This study reviews and compares the most commonly used models for computing the local effects of hard missile impacts. The accuracies of the models in predicting perforation velocity are evaluated using a dataset of 95 impact tests collected from the literature. It is found that the majority of the models are unable to accurately predict perforation velocity or have a limited application range because of their empirical nature. To address these limitations, a semi-analytical model based on the Modified Compression Field Theory and the principle of work and energy is proposed. Unlike most existing models, the proposed model is capable of considering the influence of in-plane and shear reinforcement. The performance of the proposed model is assessed against experimental results obtained from the compiled dataset as well as other existing models.

Publisher

Canadian Science Publishing

Subject

General Environmental Science,Civil and Structural Engineering

Reference23 articles.

1. Amirikian, A. 1950. Design of protective structures. Report NT-3726. Bureau of Yards and Docks, Department of the Navy, Washington, D.C.

2. Army Corps of Engineers (ACE). 1946. Fundamentals of protective design. Report AT120 AT1207821, Army Corps of Engineers, Office of the Chief of Engineers, U.S.A.

3. Development of the 2004 Canadian Standards Association (CSA) A23.3 shear provisions for reinforced concrete

4. Comportement local des enceintes en beton sous l'impact d'un projectile rigide

5. Impact of Solid Missiles on Concrete Barriers

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