FINITE ELEMENT ANALYSIS OF THE INFLUENCE OF DOWEL ANGLE ON CFRP ANCHORS - Ver. 2

We have uploaded Excel spreadsheets containing slip-load curves for both Validation Models and Sensitivity Analysis Models. The Validation Models take into account the concrete compressive strength (fcu) as determined in the original experiments, with fcu being either 47.2 MPa or 55.1 MPa depending on the corresponding data. For the Sensitivity Analysis, a value of fcu=55.1 MPa is used in all cases. Additionally, we have included Atena Science input files, which require an Atena Science license to open and run. Ver 2. Values of fcu included on Validation spreadsheet