Fatigue performance and parameter optimization of CFRP-reinforced steel plate considering elevated temperature-Reference-Cited by-同舟云学术

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Fatigue performance and parameter optimization of CFRP-reinforced steel plate considering elevated temperature

Published:2024-01-15 Issue: Volume: Page:1-12
ISSN:1537-6494
Container-title:Mechanics of Advanced Materials and Structures
language:en
Short-container-title:Mechanics of Advanced Materials and Structures

Author:

Li You¹²,Li Hongyi¹,Ou Zhihua¹,Ma Xiaowan¹,Zhu Ziming¹,Song Chengjun¹

Affiliation:

1. School of Civil Engineering, Hunan University of Technology, Zhuzhou, Hunan, China

2. Hunan Provincial Key Laboratory for Intelligent Control of Safety and Risk in Existing Engineering Structures, Hunan University of Technology, Zhuzhou, Hunan, China

Funder

National Natural Science Foundation of China

Natural Science Foundation of Hunan Province

Scientific Research Foundation of Hunan Provincial Education Department

Publisher

Informa UK Limited

Link

https://www.tandfonline.com/doi/pdf/10.1080/15376494.2023.2298229

Reference36 articles.

1. Bond characteristics between ultra high modulus CFRP laminates and steel

2. Influence of salt fog and ambient condition exposure on CFRP-to-steel bonded joints

3. Numerical analysis of fatigue performance of CFRP–repaired steel plates with central inclined cracks

4. Finite element analysis of fatigue crack growth in CFRP-repaired four-point bend specimens

5. Fiber-oriented repair geometries for composite materials

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