About this document
Paper 11 NV by Aldair Espinoza Parra is a document available to read on EtoBox.
The document discusses an analytical model for the bond stress-slip relationship of deformed steel bars in normal strength concrete. It presents a study of the local bond behavior based on test results and literature data. A parameter K is proposed to represent the confining ability of concrete cover and stirrups, which can predict bond failure mode. Models are formulated for the peak slip and post-peak nonlinear bond stress under splitting failure.
- Author
- Aldair Espinoza Parra
- Language
- EN