Evaluation of Existing Bond-Slip Relations for CFRP-Steel Joints and New Model for Linear and Nonlinear Adhesives
Existing bond-slip (τ-s) relations for fibre-reinforced polymer (FRP)-steel joints employ different shapes and mathematical expressions, inferring that their predictions of failure load and mode, and other interface properties, might be inconsistent or inaccurate. In this study, predictions of four...
Saved in:
Main Authors: | Mohammed J. Altaee, Sarmed A. S. Altayee, Majid M. A. Kadhim, Akram Jawdhari, Ali Majdi, Ali Chabuk, Nadhir Al-Ansari |
---|---|
Format: | Article |
Language: | English |
Published: |
Wiley
2022-01-01
|
Series: | Advances in Civil Engineering |
Online Access: | http://dx.doi.org/10.1155/2022/3673438 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Review on NSM CFRP Strengthened RC Concrete Beams in Shear
by: Majid M. A. Kadhim, et al.
Published: (2021-01-01) -
Interface Slip of the Steel Beam Strengthened with the CFRP Sheet under Temperature and Creep
by: Wenyu Hou, et al.
Published: (2021-01-01) -
Parametric analysis of composite tubular adhesive joints bonded by the bi-adhesive technique
by: André Lima Faria, et al.
Published: (2024-07-01) -
Analysis of stress distribution of CFRP bonded joints: A study of numerical and machine learning approach
by: Shah Mohammad Azam Rishad, et al.
Published: (2025-02-01) -
Bonding Performance of CFRP-Steel Interface after Continuous High Temperature
by: Tian-Bao Gao, et al.
Published: (2022-01-01)