Interfacial stresses and debonding failures in plated beams

V. Narayanamurthy, J.F. Chen, J. Cairns

Research output: Contribution to journalArticlepeer-review

Abstract

The results of the study undertaken to understand the interfacial stresses and debonding failures in plated beams are presented. A novel theoretical solution of interfacial stresses has been developed that is applicable to any loading, initially considering axial and flexural deformations in the beam and plate within the linear elastic range. The solution has subsequently been enhanced to include the effect of shear deformation of the adherends by adopting an approximate displacement field method coupled with Timoshenko's beam theory. The accuracy is further improved by developing a rigorous solution fully based on Timoshenko's beam theory, leading to the solution including the effect of adherends' shear deformation on both interfacial shear and normal stresses. A structural mechanics formulation for a fiber-reinforced polymer (FRP)-to-concrete bonded joint between two adjacent cracks is developed to characterize the behavior of IC debonding failure.
Original languageEnglish
Pages (from-to)18-19
Number of pages2
JournalThe Structural Engineer
Volume89
Issue number13
Publication statusPublished - 5 Jul 2011

Fingerprint Dive into the research topics of 'Interfacial stresses and debonding failures in plated beams'. Together they form a unique fingerprint.

Cite this