Numerical study on bending response of precast segmental concrete beams externally prestressed with FRP tendons

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Numerical study on bending response of precast segmental concrete beams externally prestressed with FRP tendons

This study numerically investigates the bending response of dry key-jointed precast segmental concrete girders/beams (PSCBs) prestressed with external fiber reinforced polymer (FRP) tendons by using commercial finite element analysis (FEA) software Abaqus/CAE. The experimentally-validated model was...

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Bibliographic Details
Main Authors:	Tran, D.T., Pham, Thong, Hao, Hong, Chen, Wensu
Format:	Journal Article
Language:	English
Published:	ELSEVIER SCI LTD 2021
Subjects:	Science & Technology Technology Engineering, Civil Engineering Precast segmental concrete structures (PSCBs) External tendons Second-order effect FRP Unbonded tendons Flexural behavior Abaqus Numerical simulation SHEAR BEHAVIOR FINITE-ELEMENT CFRP JOINTS DRY PERFORMANCE SYSTEM MOMENT
Online Access:	http://purl.org/au-research/grants/arc/FL180100196 http://hdl.handle.net/20.500.11937/91617

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