首页> 外文期刊>Thin-Walled Structures >Experimental and analytical study on structural performance of polyurethane foam-filled built-up galvanized iron members
【24h】

Experimental and analytical study on structural performance of polyurethane foam-filled built-up galvanized iron members

机译:聚氨酯泡沫填充镀锌铁构件结构性能的试验和分析研究

获取原文
获取原文并翻译 | 示例

摘要

The sandwich members are widely adopted in building structures in particular pre-engineered building (PEB) as cladding and roof members due to its light-weight and thermal properties. PEB based Polyurethane foam (PUF) insulated structure is an alternative to the conventional PEB. The PUF filled sandwich structural members significantly reduces the structural steel weight and improves thermal performance. In this study, experiments were carried out to evaluate the flexural, shear and axial compression performance of PUF filled built-up sandwich beam/column, and purlin members which are fabricated with cold-formed sections made of thin galvanized iron (GI) sheets. In total 22 specimens were tested, in which ten beam/column specimens and twelve purlin specimens. The tests were conducted both in bare and PUF filled frames (specimens). The experimental results revealed that the PUF core material prevents premature failures which are common in cold-formed members and enhances the structural performance. As the observed failure mechanisms were not in line with the conventional cold-formed steel members. Hence, the capacity estimation based on the design guidelines given in Indian standard (IS) 801: 1975 (working stress method) and European standard (EN) 1993-1-3: 2006 (limit state method) may not be appropriate as these standards are based on the effective cross-section area. In this study, the applicability of existing design guidelines given in IS 800: 2007 for the hot-rolled section is verified through the estimation of flexural, shear and axial compression capacity. The estimated capacity was found to be in good agreement with the experimental results. Also, this method of estimation is found to be very simple in comparison with conventional cold-formed steel member design guidelines.
机译:夹层构件由于其轻量和热性能而被广泛用于建筑结构中,特别是作为预制构件的建筑构件,作为覆层和屋顶构件。基于PEB的聚氨酯泡沫(PUF)绝缘结构是常规PEB的替代方案。 PUF填充的夹心结构构件显着降低了结构钢的重量并改善了热性能。在这项研究中,进行了实验,以评估PUF填充的组合式夹心梁/柱和members条构件的挠曲,剪切和轴向压缩性能,members条构件由薄薄的镀锌铁(GI)板制成的冷弯型材制成。总共测试了22个样品,其中10个梁/柱样品和12个pur条样品。测试是在裸露和PUF填充框架(标本)中进行的。实验结果表明,PUF芯材可防止在冷弯构件中常见的过早失效,并增强了结构性能。由于观察到的失效机理与常规的冷弯型钢构件不一致。因此,基于印度标准(IS)801:1975(工作应力方法)和欧洲标准(EN)1993-1-3:2006(极限状态方法)中给出的设计准则进行的容量估算可能不适合作为这些标准基于有效横截面积。在这项研究中,通过估计弯曲,剪切和轴向压缩能力,验证了IS 800:2007中给出的现有设计准则对热轧截面的适用性。发现估计的容量与实验结果非常吻合。而且,与常规的冷弯钢构件设计指南相比,发现这种估算方法非常简单。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号