夹片式锚固体系锥角的有限元参数化设计
FEM-Based Parametrization Design of Cone Angle of Anchors
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摘要: 建立了单孔锚具参数化非线性有限元模型,在此基础上分析了锥角对锚具力学特性———应力分布和变 形的影响,提出了确定最佳锥角度数的新途径———有限元参数化设计.研究表明,当锥角小于某值时,较大的锥 角能明显减小锚具变形;对于单孔锚具,合理的锥角介于6.5°~7.5°之间.Abstract: A parametrical non-linear finite element model for mono-strand anchors was established. The influence of cone angle on the mechanical characteristics including deformation and stress distribution was analyzed, and a newwayto determine the optimum cone angle, parametrization design by usingFEM(finite elementmethod) was proposed. The research shows that when cone angle is less than some value, its increase will decrease the deformation of an anchor and raise its field load greatly, and for a mono-strand anchor, reasonable cone angle varies from 6.5°to 7.5°.
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Key words:
- prestressed concrete anchor /
- cone angle /
- non-linear finite element /
- parametrization
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