1) compressive capacity
抗压承载力
1.
This paper mainly discussed the "equivalent section method","experimental study of law","limit strain method",and other methods of calculating the combination of compressive bearing capacity of the composite brick wall system,and analyzed influencing factors of composite brick Wall compressive capacity.
文章主要讨论了"等效截面法"、"试验研究法"、"极限应变法"等3种方法计算组合墙体系的抗压承载力,并分析了组合墙体系承载力的影响因素,研究后发现试验研究法较为合理适用。
2) axial compressive bearing capacity
轴心抗压承载力
1.
Based on compressive test of twenty-two grouted masonry specimens and three reinforced masonry walls, the failure characteristics, the compressive strength of grouted masonry and compressive bearing capacity of reinforced masonry walls are studied, and the calculating formula of compressive strength of grouted masonry and axial compressive bearing capacity of reinforced masonry are proposed.
通过22个混凝土小砌块灌芯砌体试件及其3个配筋砌体墙片的抗压试验,研究了作为配筋砌体结构基本性能的混凝土小砌块灌芯砌体抗压破坏特征和抗压强度,并在此基础上对配筋砌体的破坏特征和轴心抗压承载力进行了研究,分别提出了混凝土小砌块灌芯砌体抗压强度和配筋砌体墙片轴心抗压承载力计算公式,并进行了试验值和公式计算值的对比分析。
3) vertical compressive bearing capacity limit
竖向抗压极限承载力
5) Tensile strength
抗拉承载力
1.
In this paper,three group of tests including overlapped jointing,jointing with or without full welding line in the bent arc for 25Ⅱ jointing reinforcement bars were carried out to evaluate the tensile strength of the 25Ⅱ jointing reinforcement bars,according to the data acquired.
完成了包括2 5Ⅱ级钢筋搭接焊、弯折 90°对焊焊缝不填满弯折圆弧处 ,以及弯折 90°对焊焊缝填满弯折圆弧处三种情形对应的三组结构抗拉承载力试验 ,试验数据表明 ,2 5Ⅱ级钢筋搭接焊、弯折 90°对焊焊缝填满弯折圆弧处不会降低2 5Ⅱ级钢筋焊接结构的抗拉承载力 ,弯折 90°对焊焊缝不填满弯折圆弧处将使2 5Ⅱ级钢筋焊接结构抗拉承载力大大降低 ,本文基于大型结构分析软件ANSYS的非线性有限元分析结果亦验证了如上结论。
6) flexural capacity
抗弯承载力
1.
Calculation of flexural capacity for timber beams reinforced with CFRP sheets;
碳纤维布加固木梁正截面抗弯承载力的计算
2.
Calculation of flexural capacity for concrete beams reinforced with prestressed CFRP sheets;
预应力碳纤维布加固混凝土梁的抗弯承载力计算
3.
Research on calculation method of flexural capacity of the hybrid reinforced concrete beams;
混杂配筋混凝土梁抗弯承载力计算方法初探
补充资料：无弹性架压磁测力传感器压头
无弹性架压磁测力传感器压头
无弹性架压碰测力传感器压头
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