Performance Evaluation of ECC-Concrete Composites under Impact Loads using Finite Element Analysis

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dc.contributor.author Rezwan, M. M.
dc.contributor.author Ahmed, Foysal
dc.contributor.author Ahmed, Fairuz
dc.contributor.author Hasan, Tasnimul
dc.date.accessioned 2023-03-28T07:22:11Z
dc.date.available 2023-03-28T07:22:11Z
dc.date.issued 2022-05-30
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dc.identifier.uri http://hdl.handle.net/123456789/1795
dc.description Supervised by Dr. Saima Ali, Assistant Professor, 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 Engineered Cementitious Composite (ECC) is a type of composite material made out of limited fibers and a range of additional additives that enhance ductility, shock resistance, and other properties. ECC is a very effective approach to minimize the brittleness of concrete and increase its ductility. Because traditional concrete and fiber reinforced concrete are fragile, they shatter easily under environmental and mechanical pressures, reducing construction durability. A 1m*1m*150mm 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 ECC layers were added. For every trial the thickness of ECC-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 Engineering Cementitious Composite, Finite Element Modeling, C40 Concrete, Abaqus, Shape-memory alloy, Polyvinyl alcohol, Displacement, Shock absorption capacity, etc. en_US
dc.title Performance Evaluation of ECC-Concrete Composites under Impact Loads using Finite Element Analysis en_US
dc.type Thesis en_US


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