...
首页> 外文期刊>Thin-Walled Structures >Experimental investigation on the flexural behavior of steel cold-formed I-beam with strengthened hollow tubular flanges
【24h】

Experimental investigation on the flexural behavior of steel cold-formed I-beam with strengthened hollow tubular flanges

机译:具有加强空心管状法兰钢冷成型I梁弯曲行为的实验研究

获取原文
获取原文并翻译 | 示例
   

获取外文期刊封面封底 >>

       

摘要

This research presents an experimental study to examine the flexural behavior of steel cold-formed I-beam with strengthened hollow tubular flanges. Nineteen of cold-formed steel I-beam with hollow tubular flanges were prepared and experimentally tested on four-point bending tests. One of these specimens was not strengthened, which used as a control specimen, and eighteen specimens were strengthened with filling the tubular flanges by different materials. Twelve specimens were strengthened at the compression hollow tubular flanges only, with and without shear connectors. Finally, six specimens were strengthened at the compression and tension hollow tubular flanges. The strengthened materials used are different types of wood wastes (Particleboard Wood-Sawdust with cement mortar- Sawdust with epoxy- Sawdust with polyester), light weight concrete, and polymer-mortar. All specimens were loaded by two vertical loads to failure. Specimens' mode of failure and vertical displacements were recorded. Vertical load-deflection at mid-span relationships have been analyzed to study the effect of strengthened materials. It was observed that maximum capacity was achieved by using polymer-mortar rather than the other materials. Using shear studs and strengthened compression and tension flanges did not show an obvious effect on the ultimate load of the tested specimens compared to those that were strengthened the compression flanges only. For all the strengthened specimens, improving in the load-mid span deflection relationships were achieved compared with the control specimen. The bending moment capacities were compared with the expected values using the Egyptian Code of Practice for Steel Construction (LRFD), which indicates that the design method of this code is conservative in comparison to the experimental test results, but it is not conservative in expected the moment capacities of strengthened specimens that used the Sawdust with cement mortar and light weight concrete materials.
机译:该研究呈现了一种实验研究,用于检测具有加强中空管状法兰的钢冷形成I梁的弯曲行为。使用中空管状凸缘的十九个冷成型钢I梁,并在四点弯曲试验上进行实验测试。这些样品中的一种未加强,其用作对照样品,并通过不同的材料填充管状凸缘加强18个样本。仅在压缩中空管状凸缘的压缩中空管状凸缘加强12个样品,没有剪切连接器。最后,在压缩和张力中空管状法兰处加强了六个标本。所使用的加强材料是不同类型的木材废物(刨花板木锯末,水泥砂浆 - 锯末与聚酯的环氧树脂),轻量级混凝土和聚合物砂浆。所有标本都被两个垂直载荷加载到故障。记录标本的失效模式和垂直位移。已经分析了中跨关系的垂直载荷偏转,以研究增强材料的影响。观察到通过使用聚合物 - 砂浆而不是其他材料实现的最大容量。使用剪切螺柱并加强压缩和张力法兰对测试标本的最终负荷仅显示了仅加强压缩法兰的抗压缩率。对于所有强化标本,与对照样品相比,实现了载荷中跨度偏转关系的改善。将弯矩容量与使用埃及钢结构(LRFD)的实践准则进行比较,这表明该代码的设计方法与实验测试结果相比,但它不是保守的预期使用水泥砂浆和轻量级混凝土材料使用锯末的强化试样的矩。

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