摘要
建立了曲线形夹具锚体系的力学模型,并在该力学模型的基础上对CFRP片材的最大锚固长度以及最大允许预拉应力给与确定;分析了该锚具预应力施加大小与锚具的可靠性的关系。
This paper established mechanical model by the way of theoretical analysis. It also defined the maximum anchored length and the maximum allowable tensile stress based on the mechanical model;it analyzed the relationship between the prestress and the security of the anchor.
出处
《国外建材科技》
2008年第5期51-54,共4页
Science and Technology of Overseas Building Materials
基金
湖北省教育厅重点项目(B2006110008)
