Full-scale experimental research on the bending fatigue performance of post-tensioned prestressed concrete pipe piles-Reference-Cited by-同舟云学术

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Full-scale experimental research on the bending fatigue performance of post-tensioned prestressed concrete pipe piles

Published:2022-09 Issue: Volume:260 Page:112025
ISSN:0029-8018
Container-title:Ocean Engineering
language:en
Short-container-title:Ocean Engineering

Author:

Liu Rui,Su Jing-Bo,Wu Feng,Lv Yaru,Guo Yunchuan,Bao Jinhu,Ge Zhihong

Publisher

Elsevier BV

Subject

Ocean Engineering,Environmental Engineering

Reference57 articles.

1. Parameterised finite element modelling of RC beam shear failure;Birtel,2006

2. Foundations for offshore wind turbines;Byrne;Philos. Trans. Royal Soc. A.,2003

3. Spar concrete monolithic design for offshore wind turbines;Campos;P I Civ. Eng.-Mar. EN.,2016

4. Application of a reinforced self-compacting concrete jacket in damaged reinforced concrete beams under monotonic and repeated loading;Chalioris;J. Eng. Mech.,2012

5. Fatigue bending test on grouted connections for monopile offshore wind turbines;Chen;Mar. Struct.,2018

Cited by 1 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Comparative analysis of anchored and pre-stressed pile walls: A case study of a water front project in Beirut, Lebanon;Materials Today: Proceedings;2023-04

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