首页> 外文期刊>The Structural Engineer >Plastic limit analysis of earthbag structures
【24h】

Plastic limit analysis of earthbag structures

机译:土袋结构的塑性极限分析

获取原文
获取原文并翻译 | 示例
       

摘要

The material properties of an earthbag system using sand as fill material and polypropylene bags have been measured, and the strength of this system under compression and in a structural system has been tested. It was found that earthbag structures are resilient structures that undergo large deformations before collapse, and exhibit highly plastic behaviour. When working with unstabilised fill material, serviceability limit state is likely to govern design. In general, stabilised earthbags exhibit block-like behaviour at low stresses, and soil-like behave at stresses approaching peak stress. However, the precise dimensions of the blocks cannot be determined, which creates a level of uncertainty in the system and can generate higher than expected deformations, due to the irregularly shaped bag faces.
机译:已经测量了使用沙子作为填充材料和聚丙烯袋的地袋系统的材料性能,并测试了该系统在压缩和结构系统中的强度。已经发现,土袋结构是弹性结构,其在塌陷之前经历大的变形,并表现出高度的塑性行为。当使用不稳定的填充材料时,可维修性极限状态可能会支配设计。通常,稳定的土袋在低应力下表现出块状行为,而在接近峰值应力的情况下表现出土壤状行为。但是,不能确定块的精确尺寸,由于不规则形状的袋子表面,这会在系统中造成一定程度的不确定性,并且会产生比预期高的变形。

著录项

  • 来源
    《The Structural Engineer》 |2011年第13期|p.14-16|共3页
  • 作者

    Andrew Heath;

  • 作者单位
  • 收录信息
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

  • 入库时间 2022-08-18 00:20:25

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