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

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

Internet

http://purl.org/au-research/grants/arc/FL180100196
http://hdl.handle.net/20.500.11937/91617

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