Pages that link to "Item:Q2456127"
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The following pages link to FRP-to-concrete interfaces between two adjacent cracks: theoretical model for debonding failure (Q2456127):
Displaying 14 items.
- Impact of thermal loads on interfacial debonding in FRP strengthened beams (Q619948) (← links)
- Interfacial stresses in strengthened beam with shear cohesive zone model (Q747680) (← links)
- Nonlinear fracture mechanics of flexural-shear crack induced debonding of FRP strengthened concrete beams (Q837277) (← links)
- Debonding analysis of FRP-concrete interface between two balanced adjacent flexural cracks in plated beams (Q837795) (← links)
- Cohesive zone modeling of interfacial stresses in plated beams (Q1043450) (← links)
- Smeared crack models of RC beams with externally bonded CFRP plates (Q1590289) (← links)
- FRP-masonry interfacial debonding: an energy balance approach to determine the influence of the mortar joints (Q1657836) (← links)
- Dynamic edge debonding in FRP strengthened beams (Q1669452) (← links)
- Uncertainty in debonding of layered structures with adhesive layers (Q2077503) (← links)
- Fracture mechanical analysis of strengthened concrete tension members with one crack (Q2258263) (← links)
- Cohesive zone model of FRP-concrete interface debonding under mixed-mode loading (Q2271248) (← links)
- Cohesive zone model of intermediate crack-induced debonding of FRP-plated concrete beam (Q2456257) (← links)
- Debonding of frp-plated reinforced concrete beam, a bond-slip analysis. I: Theoretical formulation (Q2456258) (← links)
- Nonlinear analytical solution of a slender reinforced concrete element under axial tension (Q6171111) (← links)