Please use this identifier to cite or link to this item: https://ir.swu.ac.th/jspui/handle/123456789/27438
Title: Time-dependent behavior of full-scale precast post-tensioned (PCPT) girders: Experimental and finite element analysis
Authors: Joyklad P.
Ali N.
Chaiyasarn K.
Suparp S.
Hussain Q.
Keywords: Finite element analysis
Long-term deflection
Post-tensioned
Pre-cast concrete
Issue Date: 2022
Publisher: Elsevier Ltd
Abstract: Excessive volumetric changes associated with shrinkage and non-uniform moisture and heat distribution along long-span girders induce unwanted curvatures. This study aims at investigating both short- and long-term measurements of various quantities involving midspan deflections, tendon strains, longitudinal steel bar strains, concrete strains, and thermal changes in precast-post-tensioned (PCPT) girders. A total of 2 PCPT girders were cast in this study with symmetrical structural and geometrical details. Post-tensioning of the first and second girders was performed on the 28th and 120th days of their casting, respectively. Long-term measurement was performed on the first girder. It was observed that all measured parameters increased swiftly during post-tensioning. During the initial 30 days after post-tensioning, a gradual increase in all parameters was observed, whereas all measured parameters exhibited negligible increase beyond that. A Finite Element Model was generated using ATENA to estimate short-term deflections of PCPT girders during post-tensioning. In general, a good agreement between experimental and analytical midspan deflections was observed. © 2022 The Authors
URI: https://www.scopus.com/inward/record.uri?eid=2-s2.0-85134638803&doi=10.1016%2fj.cscm.2022.e01310&partnerID=40&md5=741f43bf9220b6f3ee512c6a4b23ea69
https://ir.swu.ac.th/jspui/handle/123456789/27438
ISSN: 22145095
Appears in Collections:Scopus 2022

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