UHPC jacket retrofitting of reinforced concrete bridge piers with low flexural reinforcement ratios: experimental investigation and three-dimensional finite element modeling-Reference-Cited by-同舟云学术

UHPC jacket retrofitting of reinforced concrete bridge piers with low flexural reinforcement ratios: experimental investigation and three-dimensional finite element modeling

Published:2020-09-11 Issue:10 Volume:17 Page:1315-1337
ISSN:1573-2479
Container-title:Structure and Infrastructure Engineering
language:en
Short-container-title:Structure and Infrastructure Engineering

Author:

Tong Teng¹²,Wang Jingquan¹²,Lei Haipeng²,Liu Zhao¹²

Affiliation:

1. Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, School of Civil Engineering, Southeast University, Nanjing, PR China

2. Department of Civil & Environmental Engineering, Southeast University, Nanjing, PR China

Publisher

Informa UK Limited

Subject

Mechanical Engineering,Ocean Engineering,Geotechnical Engineering and Engineering Geology,Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/15732479.2020.1817107

Reference45 articles.

1. ACI Committee 318. (2008). Building code requirements for structural concrete (ACI, 318-08) and commentary. American Concrete Institute.

2. New methodology for calculating damage variables evolution in Plastic Damage Model for RC structures

3. Continuum Theory for Strain‐Softening

Cited by 16 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. A review on performance of composite structures combining UHPC and normal concrete;STRUCT ENG MECH;2024

2. Rapid rehabilitation of damaged UHPC-NSC composite pier after earthquake;Engineering Structures;2024-04

3. Seismic performance of precast piers connected by grouted splice sleeve with Central-tenon enhancement: experimental validation and system-level fragility study;Structure and Infrastructure Engineering;2024-03-11

4. Numerical seismic analysis of high-piled wharf strengthened with CFRP;Ocean Engineering;2023-11

5. Quasi-Static Cyclic Tests of Precast Two-Column Bent Connected with Both Grouted Splice Sleeves and Grouted Central Tenon;Applied Sciences;2023-08-18