The Study on Deflection Computation of FRP sheet pile

CHENG Yao; XU Shun-hua

English Version Journal Login

您当前的位置：

首页 >

文章列表页 >

The Study on Deflection Computation of FRP sheet pile

更新时间：2026-06-25

- The Study on Deflection Computation of FRP sheet pile
- Vol. 27, Issue S2, (2006)
- 作者机构：
  
  中国地质大学工程学院,武汉,430074
- 作者简介：
- 基金信息：
- DOI：
  CLC： TU43
- Online First：16 December 2006，
  
  Published：2006
- 稿件说明：
移动端阅览
CHENG Yao, XU Shun-hua. The Study on Deflection Computation of FRP sheet pile[J]. 2006, 27(S2).
DOI：

CHENG Yao, XU Shun-hua. The Study on Deflection Computation of FRP sheet pile[J]. 2006, 27(S2). DOI：

摘要

FRP复合板桩弹性模量较低，在使用过程中易产生较大的变形而导致结构无法正常使用，因此设计时要考虑其变形特性。FRP复合板桩的变形包括弯曲变形和剪切变形两部分。通过一种简化的计算FRP板桩变形的方法，使FRP复合板桩设计更为方便。运用该法计算出的最大变形与有限元计算结果较为接近，表明该法具有一定的可靠性。

Abstract

Fiberglass-reinforced plastic (FRP) composite sheet pile has relative low elastic modulus and the shape of the thin-walled structure in which excessive deflection will occour. And this will effect its normal operation. The deflection of FRP sheet pile includes bending deflection and shear deflection. A simplified method is introduced to calculate the deflection of FRP sheet pile wall. The maximum deflection obtained from this method is very close to that from finite element method; and it is shown that the method proposed is quite reliable.

关键词

Keywords

references

Views

下载量

CSCD

Alert me when the article has been cited

提交

Tools

Publicity Resources

Physical-mechanical properties and durability analysis of foamed lightweight soil based on excavated soil and fly ash

Elasto-viscoplastic bounding surface model for unsaturated time-dependent soils incorporating non-stationary flow rule

Investigation on thickness selection method of sealing steel plate for CAES gas storage caverns

Anti-erosion mechanisms of microbially induced calcium carbonate precipitation-vegetation synergistic slope protection

Nonlinear mechanical response of surrounding rock in compressed air energy storage cavern based on Hoek-Brown criterion

Related Author

No data

Related Institution

No data

AI问答

⁰