Chapter
Apr 26, 2012
Punching Shear Failure in Progressive Collapse Analysis
Publication: Structures Congress 2011
Abstract
A column failure caused by an explosion, impact, or other accidental events can propagate in a flat plate/slab structure through punching shear and lead to progressive collapse. The local post-punching behavior of flat slabs has been investigated experimentally and theoretically at the EPFL, Switzerland, and a mechanical model capable of predicting this behavior was developed. Using the mechanical model, an analytical model is developed here to estimate the initiation of punching shear failure as well as post-punching shear response of flat plates/slabs. The analytical model is used to study the system level post-punching response of structures and nonlinear dynamic finite element analyses are performed using a general purpose finite element software ABAQUS. The analytical model and the results of system level study can be of interest in assessing progressive collapse resistance of existing structures and in design of new structures.
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© 2011 American Society of Civil Engineers.
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Published online: Apr 26, 2012
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400 Snell Engineering Center, Department of Civil and Environmental Engineering, Northeastern University, Boston, MA 02115.E-mail: [email protected]
400 Snell Engineering Center, Department of Civil and Environmental Engineering, Northeastern University, Boston, MA 02115.E-mail: [email protected]
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.