Maximum Impact Force of Truck Frontal Crashing into Antiram Bollard Systems

AbstractAntiram bollard systems (ABSs) can effectively prevent vehicle bombs from approaching protected buildings and infrastructures and thus reduce the damage from blast and debris. This paper presents an assessment of existing models for predicting the maximum impact force of truck frontal crashing into ABS. Four available tests and 63 numerical experiments were assembled for the evaluation. Assessment results show that the design model in one design code is of the highest accuracy, while other existing models present worse predictions. However, the design model in the best-performing code is unreasonable since the energy absorbed by the deformation of ABS was not considered. Numerical investigation shows approximately 81% of the initial kinetic energy is transformed into the strain energies of truck, impacted bollard, and foundation during the crash. On this basis, a new maximum impact force model was proposed. The comparisons between the model predictions and the experimental results from tests and n...

[1]  Linus Wågström,et al.  Structural adaptivity for acceleration level reduction in passenger car frontal collisions , 2004 .

[2]  Thomas L. Harrison Design of Fixed Ram-Resistant Vehicle Barriers for Perimeter Security , 2004 .

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

[4]  Daniel G. Linzell,et al.  Behavior of portable fiber reinforced concrete vehicle barriers subject to blasts from contact charges , 2010 .

[5]  Bo Hu,et al.  Numerical investigation of K4-rating shallow footing fixed anti-ram bollard system subjected to vehicle impact , 2014 .

[6]  Bo Hu,et al.  State-of-the-Art Review on Anti-Ram Bollards , 2011 .

[7]  Graham Schleyer,et al.  Experimental investigation of blast wall panels under shock pressure loading , 2007 .

[8]  Azim Eskandarian,et al.  National Crash Analysis Center , 1994 .

[9]  Yong Wang,et al.  An assessment of the current Eurocode 1 design methods for building structure steel columns under vehicle impact , 2013 .

[10]  Lin Chen,et al.  Test and numerical simulation of truck collision with anti-ram bollards , 2015 .

[11]  Theodor Krauthammer,et al.  Finite element analysis of steel beam to column connections subjected to blast loads , 2005 .

[12]  Raphael H. Grzebieta,et al.  Predicting impact loads of a car crashing into a concrete roadside safety barrier , 2004 .

[13]  Kenneth L. Campbell,et al.  Energy Basis for Collision Severity , 1974 .

[14]  Terry D. Day,et al.  UPDATING THE VEHICLE CLASS CATEGORIES , 1996 .

[15]  Stanley C. Woodson,et al.  Can Strengthening for Earthquake Improve Blast and Progressive Collapse Resistance , 2005 .