Sensitivity studies on a bending wall of IRIS_2010 benchmark exercise

Arja Saarenheimo; Markku Tuomala; Pekka Välikangas; Ari Vepsä

doi:10.20965/jdr.2012.p0629

Sensitivity studies on a bending wall of IRIS_2010 benchmark exercise

Arja Saarenheimo, Markku Tuomala, Pekka Välikangas, Ari Vepsä

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3 Citations (Scopus)

Abstract

Reinforced concrete wall subjected to an impact by a deformable stainless steel missile with a mass of 50 kg and an impact velocity of 110 m/s was one case study in the IRIS_2010 benchmark exercise. The dimensions of the tested and analyzed simply supported square slab are: a span width of 2 m and a thickness of 15 cm. The expected collapse mode in this case was failure by bending. VTT team participated in the blind benchmark exercise. Various sensitivity studies for this so called flexural test were carried out afterwards and the recent results are presented and discussed in this paper.

Original language	English
Pages (from-to)	629-637
Number of pages	9
Journal	Journal of Disaster Research
Volume	7
Issue number	5
DOIs	https://doi.org/10.20965/jdr.2012.p0629
Publication status	Published - 2012
MoE publication type	A1 Journal article-refereed

Keywords

impact load
reinforced concrete
deforming missile

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10.20965/jdr.2012.p0629

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AU - Vepsä, Ari

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KW - deforming missile

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Sensitivity studies on a bending wall of IRIS_2010 benchmark exercise

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Keywords

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