Experimental Studies On The Inelastic Behavior Of Reinforced Concrete Panels Under High-speed Loading Part 1. Effects Of Dynamic Loading

When designing the nuclear related reinforced concrete (RC) structures subjected to an aircraft impact, it is important to reliably evaluate the inelastic behavior of RC panels, taking into account the deformation rate of RC members. The objectives of the present study are to experimentally investig...

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Bibliographic Details
Published inWIT Transactions on the Built Environment Vol. 35
Main Authors Tsubota, Haruji, Mizuno, Jun, Kusama, Kazuhiro, Momma, Takahiro
Format Journal Article
LanguageEnglish
Published Southampton W I T Press 01.01.1998
Subjects
Deformation
Dynamic loads
High speed
Mechanical loading
Panels
Rebar
Reinforced concrete
Reinforcing steels
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Summary:When designing the nuclear related reinforced concrete (RC) structures subjected to an aircraft impact, it is important to reliably evaluate the inelastic behavior of RC panels, taking into account the deformation rate of RC members. The objectives of the present study are to experimentally investigate the inelastic behavior of RC panels under high-speed loading using 1/6 scale specimens, focusing on the effects of rebar ratio and the applicability of rebar lap
Bibliography:SourceType-Other Sources-1
ObjectType-Article-1
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ISSN:1746-4498
1743-3509
DOI:10.2495/SU980651