Theoretical solutions on interfacial stress transfer of externally bonded steel/composite laminates.

By Hong Yuan, Zhishen Wu, H. Yoshizawa. 2001

240 citations recorded by the source corpus.

Subfields: Building and Construction, Mechanics of Materials

View Paper: https://www.semanticscholar.org/paper/96a5485001b8ed329ad7b6447e12f5c4872e93f6

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

In Building and Construction

1. Jin-Guang Teng
2. Jian-Guo Dai
3. Jian fei Chen
4. Wanyang Gao
5. J. Yao
6. Hong Yuan
7. Tamon Ueda
8. Yasuhiko Sato

In Mechanics of Materials

1. Jin-Guang Teng
2. Jian fei Chen
3. Jian-Guo Dai
4. Tamon Ueda
5. Yasuhiko Sato
6. J. Yao
7. Wanyang Gao
8. Hong Yuan

Citations in the corpus

• Experimental study on FRP-to-concrete bonded joints (2005, methodology): “[23–25], theoretical studies using fracture mechanics analysis [15,26–33] and finite element analysis [34,35], and the development of empirical models [1,23,36,37].”
• Debonding failure along a softening FRP-to-concrete interface between two adjacent cracks in concrete members (2007, result): “More details can be found elsewhere [23–25].”
• Anchorage strength models for FRP and steel plates bonded to concrete (2001, methodology): “Yuan and Wu (1999) and Yuan et al. (2001) studied the bond strength between FRPs and concrete using linear elastic fracture mechanics (LEFM) and NLFM.”
• Development of the Nonlinear Bond Stress-Slip Model of Fiber Reinforced Plastics Sheet-Concrete Interfaces with a Simple Method (2005, methodology): “Based on different types of interfacial bond stress-slip relationships, Yuan et al. (2001) proved that the maximum interfacial bond force can be expressed as a function of the G f and FRP stiffness (elastic modulus × thickness).”
• Effect of Temperature Variation on the Full-Range Behavior of FRP-to-Concrete Bonded Joints (2012, background): “As a result, many studies have been conducted on the bond behavior of FRP-to-concrete interfaces (e.g., Taljsten 1996; Chajes et al. 1996; Yuan et al. 2000; Brosens 2001; Chen and Teng 2001; De Lorenzis et al. 2001; Nakaba et al. 2001; Wu et al. 2002; Dai et al. 2005, 2006; Lu et al. 2005a, b; Yao e”
• Full-range behavior of FRP-to-concrete bonded joints (2004, background): “Of the available closed-form analytical studies, the notable ones include Holzenkämpfer [35], Täljsten [46], Brosens and Van Gemert [37], Yuan et al.[39], and Wu et al.”
• Unified Analytical Approaches for Determining Shear Bond Characteristics of FRP-Concrete Interfaces through Pullout Tests (2006, background): “Yuan et al. (2001), Wu et al. (2002) and Yuan et al. (2004) did further theoretical work showing how to analyze pullout behaviors of FRP-concrete joints in terms of bond strength, effective bond length, and full-range debonding responses mainly based on several assumed types of τ-s models and using…”
• Interface bond between FRP sheets and concrete substrates: properties, numerical modeling and roles in member behaviour (2005, background): “In addition, the effective bond length is usually used in existing bond strength models as a parameter to predict the bond strength of an FRP sheet-concrete interface by judging whether or not its bond length is longer than the effective bond length [50-53].”