Recommendations for a New Generation of Standards for Testing Numerical Assessment of Blast-Loaded Glass Windows

The determination of the blast protection level of civil engineering buildings components against explosive effects represents a design topic of crucial importance, in current practice. However, some key aspects of blast resistant structures design have been only marginally considered in the last decade, and currently still require appropriate regulations. This is especially true in the case of glass windows and facades, where the intrinsic material brittleness is the major influencing parameter for blast-resistant assemblies. While blast assessment of buildings and systems is usually achieved by means of experimental investigations, as well as Finite-Element numerical simulations, general regulations and guidelines are currently missing. In this regard, the European Reference Network for Critical Infrastructure Protection - Task Group (ERNCIP-TG) “Resistance of Structures to Explosion Effects” attempts to develop guidelines and recommendations aimed to harmonise test procedures in experimental testing of glass windows under blast, as well as standardized approaches for their vulnerability assessment via Finite Element numerical modelling. In this paper, major ERNCIP-TG outcomes and next challenges are briefly summarized.

[1]  Chiara Bedon,et al.  Numerical simulations for classification of blast loaded laminated glass: Possibilities, limitations and recommendations , 2014 .

[2]  Claudio Amadio,et al.  Buckling of Laminated Glass Elements in Compression , 2011 .

[3]  G. Balssa,et al.  Explosion de l’usine AZF de toulouse , 2004 .

[4]  Charles N. Kingery,et al.  AIR BLAST PARAMETERS VERSUS DISTANCE FOR HEMISPHERICAL TNT SURFACE BURSTSrpressure, arrival time, positive duration and impulse versus scaled dist , 1966 .

[5]  W. Van Paepegem,et al.  Critical assessment of the post-breakage performance of blast loaded laminated glazing: Experiments and simulations , 2016 .

[6]  Bo Janzon 26th International Symposium on Ballistics, Miami, Fl, USA, 12–16 September 2011 , 2011 .

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

[8]  Pascal Forquin,et al.  Brittle materials at high-loading rates: an open area of research , 2017, Philosophical Transactions of the Royal Society A: Mathematical, Physical and Engineering Sciences.

[9]  Chiara Bedon,et al.  Assessing the structural behaviour of square hollow glass columns subjected to combined compressive and impact loads via full-scale experiments , 2017 .

[10]  M. Timmela,et al.  A finite element model for impact simulation with laminated glass , 2007 .

[11]  John M. Biggs,et al.  Introduction to Structural Dynamics , 1964 .

[12]  George Solomos,et al.  Experimental and numerical investigations of laminated glass subjected to blast loading , 2012 .

[13]  F. Porsche,et al.  Modelling of the failure behaviour of windscreens and component tests , 2005 .

[14]  Anand Jagota,et al.  Fracture of Glass/Poly(vinyl butyral) (Butacite®) Laminates in Biaxial Flexure , 1999 .

[15]  Hong Hao,et al.  Parametric study of laminated glass window response to blast loads , 2013 .

[16]  Chiara Bedon,et al.  Design of blast-loaded glazing windows and facades: a review of essential requirements towards standardization , 2016 .

[17]  George Solomos,et al.  Analysis of the blast wave decay coefficient using the Kingery–Bulmash data , 2016 .