Blast-Resistant Design of Structures

AbstractThe strategy for dealing with the blast-induced threats against a structure requires attention from planning and design stages, as introducing or altering various blast response mitigation strategies becomes either difficult or impossible later on. Blast response mitigation strategies can be incorporated in the structural design at concept stage, leading to a well-designed and -constructed structure that can exhibit improved blast resistance and at the same time maintain its architecturally appealing appearance. This requires knowledge of (1) intelligent strategies in the form of blast source isolation strategies or using advanced engineered materials, (2) material behavior under such loading, and (3) postexplosion functioning of the structure and its elements. In this paper, various strategies for blast mitigation are reviewed and discussed with an emphasis on presenting a comprehensive assessment of blast response mitigation technologies beginning from the necessary discussion on fundamental asp...

[1]  D. Steinberg,et al.  A constitutive model for metals applicable at high-strain rate , 1980 .

[2]  G. Cowper,et al.  STRAIN-HARDENING AND STRAIN-RATE EFFECTS IN THE IMPACT LOADING OF CANTILEVER BEAMS , 1957 .

[3]  Anatol Longinow,et al.  Explosion Phenomena and Effects of Explosions on Structures. I: Phenomena and Effects , 2010 .

[4]  W. E. Baker,et al.  Explosion Hazards and Evaluation , 2012 .

[5]  T. Krauthammer Modern Protective Structures , 2008 .

[6]  Anatol Longinow,et al.  Explosion Phenomena and Effects of Explosions on Structures. III: Methods of Analysis (Explosion Damage to Structures) and Example Cases , 2010 .

[7]  M. M. Ismail,et al.  Study of the Blast Wave Parameters from Small Scale Explosions , 1993 .

[8]  Anatol Longinow,et al.  Explosion Phenomena and Effects of Explosions on Structures. II: Methods of Analysis (Explosion Effects) , 2010 .

[9]  John Hetherington,et al.  Blast and ballistic loading of structures , 1994 .

[10]  G. F. Kinney,et al.  Explosive Shocks in Air , 1985 .

[11]  U. F. Kocks,et al.  A constitutive description of the deformation of copper based on the use of the mechanical threshold stress as an internal state variable , 1988 .

[12]  R. Armstrong,et al.  Dislocation-mechanics-based constitutive relations for material dynamics calculations , 1987 .

[13]  William L. Ko,et al.  Application of Finite Elastic Theory to the Deformation of Rubbery Materials , 1962 .

[14]  null null,et al.  Design of Blast-Resistant Buildings in Petrochemical Facilities , 2010 .

[15]  D. Agard,et al.  Microtubule nucleation by γ-tubulin complexes , 2011, Nature Reviews Molecular Cell Biology.

[16]  Clay Naito,et al.  Blast Assessment of Load-Bearing Reinforced Concrete Shear Walls , 2006 .

[17]  N. Fleck,et al.  Isotropic constitutive models for metallic foams , 2000 .

[18]  Norbert Gebbeken,et al.  Explosion Protection—Architectural Design, Urban Planning and Landscape Planning , 2010 .

[19]  Dean L. Preston,et al.  Model of plastic deformation for extreme loading conditions , 2003 .

[20]  M. Held Blast Waves in Free Air , 1983 .

[21]  Pd Smith,et al.  Blast Walls for Structural Protection against High Explosive Threats: A Review , 2010 .

[22]  Theodor Krauthammer,et al.  Negative phase blast effects on glass panels , 2000 .

[23]  Steffen Marburg,et al.  An Abridged Review of Blast Wave Parameters , 2012 .

[24]  Martien Teich,et al.  The Influence of the Underpressure Phase on the Dynamic Response of Structures Subjected to Blast Loads , 2010 .

[25]  Donald O. Dusenberry,et al.  Handbook for Blast-Resistant Design of Buildings , 2010 .

[26]  Robert Smilowitz,et al.  Blast Resistant Design of Commercial Buildings , 1996 .

[27]  G. R. Abrahamson,et al.  The dynamics of explosion and its use , 1979 .

[28]  David Cormie,et al.  Blast Effects on Buildings , 2019 .

[29]  H. Brode Numerical Solutions of Spherical Blast Waves , 1955 .

[30]  Nelson Lam,et al.  Response Spectrum Solutions for Blast Loading , 2004, Electronic Journal of Structural Engineering.