Experimental investigation of fatigue behavior for adhesively-bonded GFRP/steel joints. (15th June 2020)
- Record Type:
- Journal Article
- Title:
- Experimental investigation of fatigue behavior for adhesively-bonded GFRP/steel joints. (15th June 2020)
- Main Title:
- Experimental investigation of fatigue behavior for adhesively-bonded GFRP/steel joints
- Authors:
- Jiang, Zhengwen
Wan, Shui
Fang, Zhi
Song, Aiming - Abstract:
- Highlights: Fatigue behavior of the adhesive GFRP/steel DLJ was experimentally investigated. Stiffness degradation models applicable to the adhesive GFRP/steel DLJ were presented. Crack propagation law for the adhesive GFRP/steel DLJ was provided. The difference between fatigue behavior of the adhesive GFRP/steel and GFRP/GFRP DLJ was identified. Abstract: The fatigue behavior of an adhesively bonded glass fiber-reinforced polymer (GFRP)/steel double-lap joint (DLJ) under cyclic tensile loading with load ratio R = 0.1 was experimentally studied. Results in terms of failure mode, F-N curve, stiffness degradation law, crack initiation and propagation laws were obtained. Linear and nonlinear models of stiffness degradation and a mathematical model of the crack growth rate were developed for the adhesive GFRP/steel DLJ under fatigue loading. The fatigue performance of adhesive GFRP/steel DLJ was compared with that of adhesive GFRP/GFRP DLJ to identify the differences between these behaviors. The results demonstrated that the stiffness degradation law of the adhesive GFRP/steel DLJ can be objectively and accurately characterized by the nonlinear stiffness degradation model in terms of the equivalent shear stiffness. The crack initiation life and the ratio between the crack initiation life and fatigue life increased with the deceasing maximum applied load. The fatigue life of the GFRP/steel DLJ was more sensitive to the variation in the maximum applied load compared with that ofHighlights: Fatigue behavior of the adhesive GFRP/steel DLJ was experimentally investigated. Stiffness degradation models applicable to the adhesive GFRP/steel DLJ were presented. Crack propagation law for the adhesive GFRP/steel DLJ was provided. The difference between fatigue behavior of the adhesive GFRP/steel and GFRP/GFRP DLJ was identified. Abstract: The fatigue behavior of an adhesively bonded glass fiber-reinforced polymer (GFRP)/steel double-lap joint (DLJ) under cyclic tensile loading with load ratio R = 0.1 was experimentally studied. Results in terms of failure mode, F-N curve, stiffness degradation law, crack initiation and propagation laws were obtained. Linear and nonlinear models of stiffness degradation and a mathematical model of the crack growth rate were developed for the adhesive GFRP/steel DLJ under fatigue loading. The fatigue performance of adhesive GFRP/steel DLJ was compared with that of adhesive GFRP/GFRP DLJ to identify the differences between these behaviors. The results demonstrated that the stiffness degradation law of the adhesive GFRP/steel DLJ can be objectively and accurately characterized by the nonlinear stiffness degradation model in terms of the equivalent shear stiffness. The crack initiation life and the ratio between the crack initiation life and fatigue life increased with the deceasing maximum applied load. The fatigue life of the GFRP/steel DLJ was more sensitive to the variation in the maximum applied load compared with that of the GFRP/GFRP DLJ. Moreover, the decaying rate of stiffness and the interfacial crack propagation rate for the GFRP/steel DLJ under fatigue loading were larger than those for the GFRP/GFRP DLJ. … (more)
- Is Part Of:
- Engineering structures. Volume 213(2020)
- Journal:
- Engineering structures
- Issue:
- Volume 213(2020)
- Issue Display:
- Volume 213, Issue 2020 (2020)
- Year:
- 2020
- Volume:
- 213
- Issue:
- 2020
- Issue Sort Value:
- 2020-0213-2020-0000
- Page Start:
- Page End:
- Publication Date:
- 2020-06-15
- Subjects:
- Adhesively bonded GFRP/steel joint -- Fatigue behavior -- Stiffness degradation model -- Crack initiation law -- Crack growth rate
Structural engineering -- Periodicals
Structural analysis (Engineering) -- Periodicals
Construction, Technique de la -- Périodiques
Génie parasismique -- Périodiques
Pression du vent -- Périodiques
Earthquake engineering
Structural engineering
Wind-pressure
Periodicals
624.105 - Journal URLs:
- http://www.sciencedirect.com/science/journal/01410296 ↗
http://www.elsevier.com/journals ↗ - DOI:
- 10.1016/j.engstruct.2020.110580 ↗
- Languages:
- English
- ISSNs:
- 0141-0296
- Deposit Type:
- Legaldeposit
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- Available online (eLD content is only available in our Reading Rooms) ↗
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- British Library DSC - 3770.032000
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