2002
DOI: 10.1016/s0734-743x(01)00149-x
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Impact behavior of shear-failure-type RC beams without shear rebar

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Cited by 257 publications
(128 citation statements)
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“…Response of an individual column to rock impact Past investigations of the response of structural elements to impacts show the complexity of the phenomenon, with the final effect depending on the interaction between the impacting body and the structure associated with relative masses, velocities, the contact zone, stiffness, frequency of loading, and geometry of the impact (Remennikov and Kaewunruen 2006;Kishi et al 2002Kishi et al , 2007. A detailed presentation of the phenomenon of direct impact on reinforced concrete structures, including information on the development of impact forces, is presented in Delhomme (2005).…”
Section: Description Of the Methodsmentioning
confidence: 99%
“…Response of an individual column to rock impact Past investigations of the response of structural elements to impacts show the complexity of the phenomenon, with the final effect depending on the interaction between the impacting body and the structure associated with relative masses, velocities, the contact zone, stiffness, frequency of loading, and geometry of the impact (Remennikov and Kaewunruen 2006;Kishi et al 2002Kishi et al , 2007. A detailed presentation of the phenomenon of direct impact on reinforced concrete structures, including information on the development of impact forces, is presented in Delhomme (2005).…”
Section: Description Of the Methodsmentioning
confidence: 99%
“…There are many factors affecting the behavior of RC members under impact loading such as the dimensions and span of members, cross-section properties (steel ratio, stirrups, concrete cover), material properties (concrete, steel, FRP) and stiffness of the impact surface, (Bhatti et al 2009(Bhatti et al , 2011Fujikake et al 2009;Ho 2004;Kishi and Mikami 2002;Kishi et al 2002Kishi et al , 2006Saatci and Vecchio 2009;Remennikov and Kaewunruen 2006). The only testing parameter in this experimental study was the strengthening effect.…”
Section: Test Specimensmentioning
confidence: 99%
“…A large number of RC beam tests have been performed to investigate RC member response against mid span impact tests, (Chen and May 2009;Fujikake et al 2009;Kishi et. al.…”
Section: Introductionmentioning
confidence: 99%
“…The majority of the finite element packages commonly used in practice for the impact analysis of RC structures, however, require undertaking sophisticated solutions of a contact problem between two colliding objects modeled with high detail. 4,5 Although such an approach removes the limitations on the geometry of the structure and allows the analysis of a wide range of impact load cases, it also creates major disadvantages for practical design purposes when the complexity of the modeling and the length of computation time are considered. Moreover, modeling the behavior of RC has always proven to be challenging in many aspects.…”
Section: Introductionmentioning
confidence: 99%