A review study on theoretical comparison between time-dependent analysis models for prestressed concrete bridges

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A review study on theoretical comparison between time-dependent analysis models for prestressed concrete bridges

Particularly, concrete material involvements creep under a continuous load and practices shrinkage due to variations in humidity proportion. These physical properties variations growth over time. Prestressed losses according to concrete creep and shrinkage will lead to loss of compression strength f...

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Bibliographic Details
Main Author:	Naser, Ali Fadhil
Format:	Article
Language:	English
Published:	Penerbit Universiti Kebangsaan Malaysia 2022
Online Access:	http://journalarticle.ukm.my/20037/ http://journalarticle.ukm.my/20037/1/04.pdf

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