Numerical study on the flexural performance of precast segmental concrete beams with unbonded internal steel tendons

Numerical study on the flexural performance of precast segmental concrete beams with unbonded internal steel tendons

This study presents a numerical investigation of the flexural performance of precast segmental concrete beams (PSBs) with unbonded internal steel tendons. Numerical models developed in this study using Abaqus software capture well the responses of the PSBs reported in previous studies. This is the f...

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Bibliographic Details
Main Authors: Le, T.D., Pham, Thong, Hao, Hong
Format: Journal Article
Language:English
Published: ELSEVIER SCI LTD 2020
Subjects:
Science & Technology
Technology
Construction & Building Technology
Engineering, Civil
Materials Science, Multidisciplinary
Engineering
Materials Science
Precast segmental structures
Concrete structures
Unbonded tendons
Flexural performance
Numerical analysis
Abaqus
SHEAR BEHAVIOR
ULTIMATE MOMENT
STRESS
JOINTS
FRP
DRY
RESISTANCE
MEMBERS
FEM
Online Access:http://purl.org/au-research/grants/arc/FL180100196
http://hdl.handle.net/20.500.11937/91623

Internet

http://purl.org/au-research/grants/arc/FL180100196
http://hdl.handle.net/20.500.11937/91623

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