Abstract
The resilience of a city confronted with a terrorist bomb attack is the background of the paper. The resilience strongly depends on vital infrastructure and the physical protection of people. To judge the vulnerability, to assess the resilience, and identify effective countermeasures, risk assessment tools are needed. The paper starts with a general problem analysis and the approach that was defined by TNO to contribute to develop safety assessment tools. An important and basic element in the safety chain is the passive protection layer, while in safety assessment, the residual functionality of the vital infrastructure is of major importance. Specific knowledge is needed to design effecttive passive protection and enable explosion damage prediction. Dedicated research has been defined in The Netherlands and addressed in this paper.
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
Preview
Unable to display preview. Download preview PDF.
References
Biggs, J. M., 1964, Introduction to Structural Dynamics, McGraw-Hill.
Hallquist, J. O., 2005, LS-DYNA Theory Manual, Livermore Software Technology Corporation.
Iacono, C., Sluys, L. J., and van Mier, J. G. M., 2006, Estimation of model parameters in nonlocal damage theories by inverse analysis techniques, Computer Methods in Applied Mechanics and Engineering 195(52):7211-7222.
Malvar, L. J., et. Al., 1997, A plasticity concrete material model for DYNA3D, Int. J. of Impact Engineering 19(9-10):847-873.
Mediavilla, J., et al., 2007a, Application of a Kalman filter to blast loaded structures, Protect 2007, Whistler, Canada.
Mediavilla, J., Weerheijm J. and van Doormaal J. C. A. M., 2007b, Failure and resistance of reinforced concrete plates under blast: numerical part, TNO-DV 2007 IN533, December 2007.
van Doormaal, J. C. A. M., and Weerheijm, J., 1996, Ultimate deformation capacity of reinforced concrete slabs under blast load, Fourth International Conference on Structures Under Shock and Impact, 1996, Computational Mechanics Publications Southampton (Editors N. Jones, C.A. Brebbia and A.J. Watson).
Vegt, I., and Weerheijm, J., 2007, The failure mechanisms of concrete under impul-sive tensile loading, Consec-07 Conference, Tours, France.
Weerheijm, J., and Lim, H. S., 2007, Break-up of concrete structures under internal explosion, FraMCoS-6 Conference, Italy.
Weerheijm, J., Oldenhof, E., and Sluys, L. J., 2005, Failure modes of reinforced concrete beams subjected to explosion loadings, EURODYN Conference, Paris.
Weerheijm, J., and van Doormaal, J. C. A. M., 2007, Tensile failure of concrete at high loading rates: New test data on strength and fracture energy from instrumented spalling tests, Int. J. of Impact Engineering 34:609-626.
Author information
Authors and Affiliations
Corresponding author
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 2008 Springer Science + Business Media B.V
About this paper
Cite this paper
Weerheijm, J.(., Van Doormaal, A., Villa, J.M. (2008). Concrete Structures Under Blast Loading Dynamic Response, Damage, and Residual Strength. In: Pasman, H.J., Kirillov, I.A. (eds) Resilience of Cities to Terrorist and other Threats. NATO Science for Peace and Security Series Series C: Environmental Security. Springer, Dordrecht. https://doi.org/10.1007/978-1-4020-8489-8_11
Download citation
DOI: https://doi.org/10.1007/978-1-4020-8489-8_11
Publisher Name: Springer, Dordrecht
Print ISBN: 978-1-4020-8488-1
Online ISBN: 978-1-4020-8489-8
eBook Packages: Architecture and DesignEngineering (R0)