Al-Rubaye Salam, Maguire Marc
Durham School of Architectural Engineering and Construction, University of Nebraska-Lincoln, 1110 S. 67th St., Omaha, NE 68182, United States.
Data Brief. 2025 Apr 28;60:111597. doi: 10.1016/j.dib.2025.111597. eCollection 2025 Jun.
The testing program involved a comprehensive evaluation of six large-scale traditional tilt-up solid panels and 17 Concrete Insulated Wall Panels (CIPs), along with 30 double shear tests of wythe connectors. These experiments were conducted at the University of Nebraska-Lincoln, with funding provided by the Tilt-Up Concrete Association (TCA) and several private manufacturing companies. The primary objective of the dataset was to investigate the flexural behavior of CIPs incorporating various types of shear connectors. The double shear tests were designed to assess the shear performance of the connectors, while the large-scale tests focused on the behavior of CIPs under combined lateral and axial loadings. The dataset includes detailed descriptions of each specimen and the corresponding outputs from the tests. This dataset is of significant value to structural engineers, building code committees, and researchers in the field, as it provides crucial insights into the performance of both insulated and traditional tilt-up wall systems. Notably, this dataset fills a gap in the available literature, as no comprehensive dataset exists for insulated walls, and limited data is available for traditional tilt-up walls. Additionally, the dataset can serve as a valuable resource for numerical modeling applications.
该测试项目对六块大型传统倾斜式实心面板和17块混凝土保温墙板（CIP）进行了全面评估，同时对30个砌体连接件进行了双剪试验。这些试验在内布拉斯加大学林肯分校进行，由倾斜混凝土协会（TCA）和几家私营制造公司提供资金。该数据集的主要目的是研究包含各种类型抗剪连接件的CIP的抗弯性能。双剪试验旨在评估连接件的抗剪性能，而大规模试验则侧重于CIP在横向和轴向组合荷载作用下的性能。该数据集包括每个试件的详细描述以及试验的相应结果。该数据集对结构工程师、建筑规范委员会和该领域的研究人员具有重要价值，因为它为保温和传统倾斜式墙体系统的性能提供了关键见解。值得注意的是，该数据集填补了现有文献中的空白，因为目前尚无关于保温墙的全面数据集，而关于传统倾斜式墙体的可用数据也有限。此外，该数据集可作为数值建模应用的宝贵资源。
