Uniaxial Compressive Strength Testing of Hollow Concrete Block Prisms

This database showcases experimental results obtained by testing prisms constructed from hollow concrete blocks under uniaxial compression. Prisms with 2, 3, and 4 courses were tested, employing mortar placement in both the net area and on the lateral faces. The processed results are presented in Excel sheets, featuring stress-strain graphs. The efforts were computed based on the gross and net area for prisms with mortar placed in full-shell and the effective area for prisms with mortar placed on the face-shell-bedding. Moreover, accompanying photos from the tests are included, enabling observation of the specimen failures achieved during the experiments.本数据集展示了采用空心混凝土砌块砌筑的棱柱体在单轴压缩试验下的试验结果。本次试验涵盖2皮、3皮及4皮的棱柱体试件，测试时分别在净截面区域与侧面布设砂浆。 处理后的试验结果以Excel表格形式呈现，包含应力-应变曲线图。对于砂浆填充全壳的棱柱体，计算基于毛截面面积与净截面面积；而对于仅在面壳承垫处布设砂浆的棱柱体，则采用有效截面面积进行计算。 此外，数据集还附带试验过程中拍摄的配套照片，便于观察试件在试验中的破坏形态。