摘要
通过对水泥基无机粘结材料锚固性能的试验研究,分析了该植筋材料植筋的破坏形态和机理,提出了水泥基无机粘结材料植筋锚固强度和极限承载力的计算公式.
Through the experiments on the Bonded Rebar Anchorage Properties of Inorganic Anchoring Material,this paper gives an analysis to the damaged states and mechanism,and then brings forth the computing formula.
出处
《南华大学学报（自然科学版）》
2008年第3期53-57,共5页
Journal of University of South China：Science and Technology
关键词
无机黏结材料
植筋
锚固长度
inorganic anchoring material
bonded rebar
anchoring strength
