Shear punching studies on an impact loaded reinforced concrete slab

Arja Saarenheimo; Markku Tuomala; Kim Calonius

doi:10.1016/j.nucengdes.2015.04.018

Shear punching studies on an impact loaded reinforced concrete slab

Arja Saarenheimo, Markku Tuomala, Kim Calonius

Research output: Contribution to journal › Article › Scientific › peer-review

6 Citations (Scopus)

Abstract

A shear punching test series is being carried out at VTT by using as a target a two way simply supported concrete plate with a span of 2. m and a thickness of 25. cm. The mass of the impacting stainless steel missile-type projectile is 50. kg. The capabilities of different types of calculation methods in assessing local shear deformation and possible shear punching cone formation are studied. Numerical solutions are compared with experimental results of test called X3.

Original language	English
Pages (from-to)	730-746
Journal	Nuclear Engineering and Design
Volume	295
DOIs	https://doi.org/10.1016/j.nucengdes.2015.04.018
Publication status	Published - 2015
MoE publication type	A1 Journal article-refereed

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10.1016/j.nucengdes.2015.04.018

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title = "Shear punching studies on an impact loaded reinforced concrete slab",

abstract = "A shear punching test series is being carried out at VTT by using as a target a two way simply supported concrete plate with a span of 2. m and a thickness of 25. cm. The mass of the impacting stainless steel missile-type projectile is 50. kg. The capabilities of different types of calculation methods in assessing local shear deformation and possible shear punching cone formation are studied. Numerical solutions are compared with experimental results of test called X3.",

author = "Arja Saarenheimo and Markku Tuomala and Kim Calonius",

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AU - Saarenheimo, Arja

AU - Tuomala, Markku

AU - Calonius, Kim

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AB - A shear punching test series is being carried out at VTT by using as a target a two way simply supported concrete plate with a span of 2. m and a thickness of 25. cm. The mass of the impacting stainless steel missile-type projectile is 50. kg. The capabilities of different types of calculation methods in assessing local shear deformation and possible shear punching cone formation are studied. Numerical solutions are compared with experimental results of test called X3.

U2 - 10.1016/j.nucengdes.2015.04.018

DO - 10.1016/j.nucengdes.2015.04.018

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VL - 295

SP - 730

EP - 746

JO - Nuclear Engineering and Design

JF - Nuclear Engineering and Design

ER -

Shear punching studies on an impact loaded reinforced concrete slab

Abstract

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