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

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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

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