A study on mesh size dependency of finite element blast structural analysis induced by non-uniform pressure distribution from high explosive blast wave

Author:

Nam Jin Won,Kim Jang-Ho Jay,Kim Sung Bae,Yi Na Hyun,Byun Keun Joo

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Reference15 articles.

1. ASCE Committee on Dynamic Effect of the Structural Division (1985). Design of Structures to Resist Nuclear Weapons Effect, American Society of Civil Engineers, Manuals and Reports on Engineering Practice-No.42.

2. ASCE/SEI Task Committee, Conrath, E.J., Krauthammer, T.K., Marchand, K.A., and Mlakar, P.F. (1999). Report of Structural Design for Physical Security, Tack Committee on State of the Practice, Structural Engineering Institute of ASCE.

3. Bangash, M.Y.H. (1993). Impact and Explosion: Analysis and Design, Blackwell Scientific Publications.

4. Byun, K.J., Nam, J.W., Kim, H.J., and Choi, H.J. (2006). “Evaluation of the blast resistance of concrete shelter structure.” Proc. of 2nd International Conference on Design and Analysis of Protective Structures, Singapore, November, pp. 78–85.

5. Glasstone, S. and Dolan, P.J. (1977). The Effect of Nuclear Weapons, 3rd ed., U.S. Department of Defense and U.S. Department of Energy, Washington, D.C.

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