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玻璃纤维复合材料构件抗压性能研究

胡东晋 王振山 刘云贺 王乾峰

西安理工大学学报Issue(2):207-213,7.
西安理工大学学报Issue(2):207-213,7.

玻璃纤维复合材料构件抗压性能研究

Research on compression performance of glass fiber composite material

胡东晋 1王振山 1刘云贺 1王乾峰1

作者信息

  • 1. 西安理工大学 土木建筑工程学院,陕西 西安 710048
  • 折叠

摘要

Abstract

Glass fiber reinforced plastic material is widely used in the transmission line tower structure,but the factors in determining its performance and quality are complex,and the lack of related structure research brings certain influence.Through the axial compressive test of glass fi-ber reinforced plastic material and steel casing composite member,the axial compressive mechani-cal properties and failure mode of glass fiber composite component are studied in this paper;Based on the strength theory of transversely orthotropic material,finite element method is used to analyze the influence of eccentricity ratio and diameter-thickness ratio on glass fiber composite component.Results show that brittle failure occurs in glass fiber composite component,and the failure mode is oblique fracture in the node,and the maximum stress of glass fiber composite component is less than the compressive strength of material,so that reduction should be consid-ered in engineering design;Steel casing remains in the state of elastic stress.The ultimate bearing capacity of eccentric compression member decreases with an increase in eccentricity ratio,and the decrease extent reduces gradually;The reduction of diameter-thickness ratio can improve the ulti-mate bearing capacity of components;when diameter-thickness ratio decreases by 20%,ultimate bearing capacity will increase by 20%.

关键词

玻璃纤维复合材料/有限元/偏心率/径厚比

Key words

glass fiber reinforced plastic material/finite element/eccentricity ratio/diameter-thickness ratio

分类

建筑与水利

引用本文复制引用

胡东晋,王振山,刘云贺,王乾峰..玻璃纤维复合材料构件抗压性能研究[J].西安理工大学学报,2015,(2):207-213,7.

基金项目

国家自然科学基金资助项目(51179154)。 ()

西安理工大学学报

OA北大核心CSTPCD

1006-4710

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