嵌入
偏移量(计算机科学)
承载力
岩土工程
有限元法
结构工程
地质学
工程类
计算机科学
程序设计语言
作者
Yinghui Tian,Christophe Gaudin,Mark Randolph,Mark Cassidy
标识
DOI:10.1139/cgj-2014-0120
摘要
This paper reports advanced three-dimensional large-deformation finite element analyses investigating the effect of the padeye offset on the behaviour of plate anchors. The analyses varied the normalized padeye offset from 0 to 0.5 and identified two counterbalancing effects on the anchor bearing capacity induced by the padeye offset. These are the change in anchor inclination with respect to the direction of loading (detrimental due to the reduction of bearing area) and the reduction of loss of embedment (beneficial, as the anchor mobilizes stronger soil). The results provide insights to optimize the design of plate anchors. The underlying concepts also have applications for other types of anchors.
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