Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/70944
Title: Modelling of the bond behaviour between FRP and Concrete under low slip rate
Authors: Xu, Yuheng
Keywords: DRNTU::Engineering::Civil engineering::Structures and design
Issue Date: 2017
Abstract: The usage of externally bonded FRP system as a way to strengthened RC structures is increasingly popular in the past decade due to their high strength-to-weight ratio and chemical resistance. The failure at the bond interface of a FRP-strengthened RC structure can be modelled using a bond-slip model. Rather than doing the real experimental method of pull-out tests, a meso-scale finite element analysis was carried out to simulate the pull-out tests for a specimen subjected to low slip rate. The bond-slip model provides the peak bond stress and interfacial fracture energy which acts as the key indicators of the structural performance of an FRP-strengthened RC structure. After investigating the local response of the bond using its bond-slip behaviour, the global response such as the RC structure’s overall loading capacity could be included to give a more comprehensive assessment of the structure.
URI: http://hdl.handle.net/10356/70944
Rights: Nanyang Technological University
Fulltext Permission: restricted
Fulltext Availability: With Fulltext
Appears in Collections:CEE Student Reports (FYP/IA/PA/PI)

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