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- W86916779 abstract "In the design of concrete structures, it has become important to understand theresponse of concrete as a structural material when subjected to large stresses and strain ratesthrough explosive loadings. In order to do that, any researcher has to study the dynamicnonlinear responses of individual structural components like beams, slabs, and columns of anentire building system. Also, advances in finite element modeling and analysis have furtherenhanced interest in studying the behavior and response of these individual componentstowards dynamic loadings and arrive at certain answers that can make them stronger andconsequently serve the primary purpose of saving lives of people. The primary objective of this research is to study numerically, the response of bothhigh strength concrete and normal strength concrete panels reinforced with double mat highstrength low alloy vanadium (HSLA-V) reinforcement. A numerical validation by comparingwith experimental data , using two pre-defined concrete material models namely, WinfrithConcrete Model and Concrete Damage Model Release 3 in LSDYNA is performed in order to study the model capabilities and limitations of the models so that these material modelsmay be used as an alternative to expensive field testing for blast protection in structures. From the study it was concluded that, both the models gave deflection values thatcompared well with the experimental results in the normal strength (4 ksi) concrete category.However, the Winfrith Concrete Model provided a better response in terms of deflection andcrack propagation than the Concrete Damage Model Release 3 in the high strength concrete(15.5 ksi) category." @default.
- W86916779 created "2016-06-24" @default.
- W86916779 creator A5004298714 @default.
- W86916779 date "2012-01-01" @default.
- W86916779 modified "2023-09-26" @default.
- W86916779 title "Finite element analysis and experimental comparison of doubly reinforced concrete slabs subjected to blast loads" @default.
- W86916779 hasPublicationYear "2012" @default.
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