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

本数据集包含包含验证模型和敏感性分析模型的滑载曲线的 Excel 电子表格。验证模型在原始实验确定的混凝土抗压强度（fcu）的基础上进行考虑，其中fcu的值分别为47.2 MPa或55.1 MPa，具体取决于对应的数据。在敏感性分析中，所有情况下均采用fcu=55.1 MPa的值。此外，我们还包含了需要Atena Science许可才能打开和运行的Atena Science输入文件。版本2：验证电子表格中包含的fcu值。