...
  • 主题
高级搜索  >
历史搜索 清空历史
首页> 外文期刊>Australian Geomechanics >BEHAVIOUR OF CONCRETE-FILLED GLASS FIBER REINFORCED COMPOSITE MODEL PILES UNDER LATERAL LOADS
【24h】

BEHAVIOUR OF CONCRETE-FILLED GLASS FIBER REINFORCED COMPOSITE MODEL PILES UNDER LATERAL LOADS

机译：侧向荷载作用下玻璃纤维增​​强复合材料模型桩的性能

获取原文
获取原文并翻译 | 示例
           
页面导航
  • 摘要
  • 著录项
  • 相似文献
  • 相关主题

摘要

Pile foundations serve as one of the most important structural components in the design and construction of off-shore and on-shore facilities such as oil-rig platforms, jetties and naval bases. Conventional piling materials such as concrete, steel and timber deteriorate in the marine environment and in corrosive soils. Recently the use of fiber reinforced polymer (FRP) wraps has become quite apparent as repair materials to rehabilitate piles in such conditions. Millions of dollars are spent each year to cany out these rehabilitation works or to replace damaged piles. FRP composites are used in a wide range of structural applications where high strength, corrosion resistance and long term durability are of primary importance in harsh operating environments. Glass fiber reinforced polymer (GFRP) composite piles could therefore be a possible alternative to overcome the continuous degradation of conventional piles. The present study incorporates an experimental investigation of the lateral load capacity of GFRP composite piles. The results indicate that GFRP composite piles can carry a higher load compared to concrete plies.
机译：桩基是海上和陆上设施（例如钻机平台，码头和海军基地）的设计和施工中最重要的结构部件之一。常规的打桩材料，例如混凝土，钢材和木材，在海洋环境和腐蚀性土壤中会变质。最近，使用纤维增强聚合物（FRP）包裹材料作为修复材料在这种情况下使桩恢复原状非常明显。每年花费数百万美元来进行这些修复工作或更换损坏的桩。 FRP复合材料用于各种结构应用中，在恶劣的工作环境中，高强度，耐腐蚀性和长期耐用性是最重要的。因此，玻璃纤维增​​强聚合物（GFRP）复合桩可能是克服常规桩连续退化的一种可能选择。本研究纳入了玻璃纤维增​​强复合材料桩的侧向承载能力的实验研究。结果表明，与混凝土层板相比，GFRP复合桩可以承受更高的载荷。

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