桂林理工大学学报2012，Vol.32Issue(1)：72-76,5.DOI:10.3969/j.issn.1674-9057.2012.01.011
夹片式碳纤维板锚具的有限元分析及设计
Finite Element Analysis and Design of Wedge-Type Anchor for Prestressed CFRP Plates Based on ANSYS
摘要
Abstract
A wedge-type anchor for prestressed CFRP plates strengthening reinforced concrete structure is presented in this paper. The anchor consists of an anchor slab and two wedges, forms a whole structure with squeezing anchor slab, wedge and CFRP plate mutually. The working principle and mechanism model of the anchor are presented based on ANSYS. The key dimensions of the anchor better suits carrying requests of tensioning CFRP plate are designed. The length is 100 mm, cone angle is 2. 0°, pre-tightening force is 100 kN, Two groups static loading tensile tests of the CFRP plate anchor show the anchor with a high anchorage behavior.关键词
CFRP板/夹片式锚具/有限元分析/预应力Key words
CFRP plate/ wedge-type anchor/ finite element analysis/ prestress/ test分类
建筑与水利引用本文复制引用
邓朗妮,杨帆,康侃,张鹏..夹片式碳纤维板锚具的有限元分析及设计[J].桂林理工大学学报,2012,32(1):72-76,5.基金项目
国家自然科学基金项目(51108099) （51108099）
广西自然科学基金项目(2010GXNSFB013006) （2010GXNSFB013006）
广西科学研究与技术开发项目(桂科攻0992001-13) （桂科攻0992001-13）
