Simulating blast effects on steel beam-column members: Applications

  • Authors:
  • Emily L. Guzas;Christopher J. Earls

  • Affiliations:
  • Naval Undersea Warfare Center, Division Newport, 1176 Howell Street, Newport, RI 02841, USA;School of Civil and Environmental Engineering, Cornell University, 220 Hollister Hall, Ithaca, NY 14853, USA

  • Venue:
  • Computers and Structures
  • Year:
  • 2011

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Abstract

Validation and application examples are presented for a beam-column element that uses bounding surface plasticity models to characterize the effects of blast-induced damage in structures with steel wide-flange members. Element formulation and implementation within the nonlinear explicit dynamic finite element code CU-BAMM appears in the companion paper [1]. The current paper details the creation of a library of bounding surfaces for various wide-flange members and explosive scenarios, and library integration with the code. A validation example shows favorable agreement between CU-BAMM simulation results and results obtained from a high-resolution model for prediction of the post-blast collapse load for an A-frame system.