Perfomance Evaluation of Concrete,Rubburized Concrete and composite walls under impact loads

chowdhury, Mohaymen-ul-islam; Hyder, Md. Nafis; karim, Sajid md. intesher; Afroz, Minhaz

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dc.contributor.author	chowdhury, Mohaymen-ul-islam
dc.contributor.author	Hyder, Md. Nafis
dc.contributor.author	karim, Sajid md. intesher
dc.contributor.author	Afroz, Minhaz
dc.date.accessioned	2023-04-12T06:03:01Z
dc.date.available	2023-04-12T06:03:01Z
dc.date.issued	2022-05-30
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dc.identifier.uri	http://hdl.handle.net/123456789/1834
dc.description	Supervised by Dr. Saima Ali, Assistant Professor, Department of Civil and Environmental Engineering (CEE), Islamic University of Technology (IUT), Board Bazar, Gazipur-1704, Bangladesh. This thesis is submitted in partial fulfillment of the requirements for the degree of Bachelor of Science in Civil and Environmental Engineering, 2022.	en_US
dc.description.abstract	Rubberized concrete (RUC) is a concrete mix which replaces fine or coarse aggregates with crumb rubber particles. RUC shows higher ductility, energy dissipation behavior, high resistance to freeze-thaw and acid attacks. RUC is a very effective approach to minimize the brittleness of concrete and increase its ductility. Although RUC shows lower strength than ordinary concrete mixes. A 1m1m150mm concrete panel was used as a basic model to evaluate the displacement over time to identify shock absorption capacity using the Abaqus FEM 2017 software. After that, the concrete thickness was lowered and RUC layers were added. For every trial the thickness of RUC-Concrete layers, impact forces were changed.	en_US
dc.language.iso	en	en_US
dc.publisher	Department of Civil and Environmental Engineering (CEE), Islamic University of Technology (IUT), Board Bazar, Gazipur, Bangladesh	en_US
dc.subject	Rubberized Concrete, Finite Element Modeling, Concrete, Abaqus, Crumb Rubber, Displacement, Shock absorption capacity, etc.	en_US
dc.title	Perfomance Evaluation of Concrete,Rubburized Concrete and composite walls under impact loads	en_US
dc.type	Thesis	en_US