Abstract
An experimental-numerical approach is presented to rationalize the plethora of results, sometimes contradictory, reflecting the chrracterization of an epoxy bonded steel-concrete interface. Based on data from a specially designed half-beam specimen and experimental results from other specimen geometries, combined with their respective nonlinear finite element idealizations, a classical Mohr-Coulomb failure law together with a tension cut-off are suggested for the steel-glue-concrete interface. This description can then be used in a finite element simulation of a plated reinforced concrete beam.
| Original language | English |
|---|---|
| Pages (from-to) | 518-525 |
| Number of pages | 8 |
| Journal | Materiaux et constructions |
| Volume | 28 |
| Issue number | 9 |
| DOIs | |
| State | Published - Nov 1995 |
ASJC Scopus subject areas
- General Engineering
Fingerprint
Dive into the research topics of 'Combined experimental-numerical approach to characterization of steel-glue-concrete interface'. Together they form a unique fingerprint.Cite this
- APA
- Author
- BIBTEX
- Harvard
- Standard
- RIS
- Vancouver