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Pressure–impulse response of semi-rigidly connected steel plates under blast loading

journal contribution
posted on 2017-01-01, 00:00 authored by X Lin, Mahmud AshrafMahmud Ashraf
In this study, a three-dimensional finite element model is developed to investigate the pressure–impulse response of the steel plates with semi-rigid connections under blast loads. The strain rate effect on the material properties is considered, and a number of spring elements are used for simulating the plate to support connections. Once verified, the developed finite element model is then used to investigate the effects of a series of parameters on the blast resistance and energy absorption capability of the steel plates, including the effects of connection rigidity, plate thickness, impulse loading and the shape of corrugation.

History

Journal

International journal of protective structures

Volume

8

Issue

1

Pagination

25 - 57

Publisher

Sage Publications

Location

London, Eng.

ISSN

2041-4196

eISSN

2041-420X

Language

eng

Publication classification

C Journal article; C1.1 Refereed article in a scholarly journal

Copyright notice

2016, The Authors