Shear behaviour of the post-tensioned segmental precast concrete pontoon deck with the GFRP rods

被引：0
|
作者：
Ebrahimzadeh, Shahrad [1 ]
Manalo, Allan [1 ]
Alajarmeh, Omar [1 ]
Sorbello, Charles Dean [2 ]
Weerakoon, Senarath [2 ]
Hassanli, Reza [3 ]
Benmokrane, Brahim [4 ]
机构：
[1] Centre for Future Materials (CFM), Institute for Advanced Engineering and Space Sciences (IAESS), University of Southern Queensland, Toowoomba,4350, Australia
[2] Maritime Safety Queensland, Department of Transport and Main Roads, Brisbane,QLD,4000, Australia
[3] UniSA STEM, University of South Australia, Mawson Lakes,SA,5095, Australia
[4] University of Sherbrooke, Department of Civil & Building Engineering, Sherbrooke,QC,J1K 2R1, Canada
来源：
Structures | 2024年 / 70卷
关键词：
Compilation and indexing terms; Copyright 2024 Elsevier Inc;
D O I：
10.1016/j.istruc.2024.107798
中图分类号：
学科分类号：
摘要：
Bridge decks - Concrete beams and girders - Fracture mechanics - Hydroelasticity - Pontoons - Shear flow - Shear strength - Shear stress - Structural dynamics - Water towers
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