1) bolt consistency
锚固密度
1.
Based upon a series simulation experiments the relationships between bolt consistency and properties of anchorage body are analyzed, through optimization of bolt consistency economical method is proposed for bolt consistency calculation as well as its application scope.
结合一系列的模拟试验 ,对锚杆锚固密度与锚固体的各项性质的关系作了分析 ,并通过优化锚杆密度 ,提出了经济的锚杆密度计算方法及其应用范
2) grouted density
锚固密实度
3) bond strength
锚固强度
1.
Then the calculating formula of bond strength has been established based on the test and i.
对采用这种机械锚固方式的带肋钢筋与混凝土的粘结锚固强度、破坏形态以及影响粘结锚固性能的主要因素进行了较为系统的分析。
4) anchorage length
锚固长度
1.
Study on the anchorage length of FRP bars with bond-slip constitutive relationship;
考虑粘结滑移本构关系的FRP筋锚固长度
2.
Analysis of the reliability and anchorage length for anchoring of steels;
钢板的锚固可靠度及锚固长度分析
3.
Research on the steel plate anchorage length of plated R.C beams;
粘钢加固梁钢板锚固长度的试验研究
6) anchoring length
锚固长度
1.
This article analyzes different "anchoring lengths of steel anchor bolts"chosen from "Design Handbook",according to the calculation principles of "The Design Specifications"in effect through engineering example,presents concrete suggestions,and can be used for reference in design.
本文通过工程实例,按现行设计规范的计算原则,对设计手册中"关于钢锚栓锚固长度"不同取值的问题作了分析,提出了具体建议,可供设计参考。
2.
A corresponding calculating formula on the ultimate anchoring strength of this material and a suggested table in construction of anchoring length are put forward.
通过对水泥基无机黏结材料植筋承载力的拉拔试验研究,分析了水泥基无机黏结材料植筋的破坏形态和破坏机理,讨论并给出了极限锚固承载力计算公式及建议施工锚固长度表格。
3.
Then the design of anchoring length by reliability analysis is proposed.
在此基础上,由可靠度分析提出了锚固长度设计值的建议。
补充资料:非密度制约因素(见密度制约因素)
非密度制约因素(见密度制约因素)
l焦非密度制约因素见生态因素、密度制约后
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
参考词条