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Deformation and failure of blast-loaded square plates

✍ Scribed by N.S. Rudrapatna; R. Vaziri; M.D. Olson


Publisher
Elsevier Science
Year
1999
Tongue
English
Weight
301 KB
Volume
22
Category
Article
ISSN
0734-743X

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✦ Synopsis


Numerical results for clamped, thin square steel plates subjected to blast loading are presented. The numerical analysis is based on a finite element formulation, which includes the nonlinear effects of geometry and material as well as strain rate sensitivity. A phenomenological interactive failure criterion comprising bending, tension and transverse shear is proposed to predict the various modes of failure. A node release algorithm is developed to simulate the progression of plate rupture from the boundary. The analysis is continued in the post-failure phase to account for the free flight deformation of the torn plate. The predicted failure modes for a blast-loaded plate are presented and compared with previously published experimental data.


πŸ“œ SIMILAR VOLUMES


Failure and design limit criteria for bl
✍ D. D. Barker; M. G. Whitney; J. H. Waclawczyk Jr. πŸ“‚ Article πŸ“… 1993 πŸ› American Institute of Chemical Engineers 🌐 English βš– 651 KB

## Abstract The majority of buildings located at petrochemical plants, exclusive of control rooms, are of conventional construction and do not explicitly provide for resistance to blast loads. Typical construction types include steel frame with metal cladding, concrete masonry unit, and brick clad