1) stress on inclined section
斜截面应力
2) shear force in oblique section
斜截面剪力
3) section stress
截面应力
1.
The calculation showed that the stress influence of discontinuous microscopic crack between top and web was little,T beam section stress satisfied the requirement.
结合工程实例,以30m T梁的中跨边梁作为计算模型进行了分析,对中跨边梁在设计张拉控制力及考虑3%的预应力损失两种情况分别进行了研究,验算结果表明,顶腹板非连续细微裂纹对T梁的受力影响较小,T梁截面应力满足要求。
4) oblique section bearing capacity
斜截面承载力
1.
,were taken into account,and the calculating methods of the oblique section bearing capacity of the composite .
通过8榀1/2比例密肋复合墙体模型在水平低周反复荷载作用下的试验,在考虑了高宽比、轴向压力、框格分法等因素的情况下,重点研究了密肋复合墙体的斜截面承载力计算方法。
2.
The paper, based on test and other available material, mainly studied on mechanical property and oblique section bearing capacity of the composite slab.
通过对墙板模型的抗震性能试验研究，建立了由钢筋混凝土框格、砌块以及两者协同作用三个部分组成的承载力极限状态下的理论简化计算模型；提出了墙板中填充块等效斜压杆宽度按45度计算的统一量化标准；分析了影响墙板承载力的主要影响因素，给出了表达墙板框格层数和跨数不同的斜截面承载力实用设计计算公式。
5) shear resistance
斜截面承载力
1.
Due to difficulties with quantitative analysis in theory on shear resistance of reinforced concrete composite beam, numerical simulation becomes a direct and efficient approach.
钢筋混凝土叠合梁的斜截面承载力,从理论上定量分析存在着较多困难,但数值模拟分析是一种直接有效的途径。
2.
The shear resistance on the reinforced concrete composite beam subject to uniform distributed load are analyed by grey system theory as well as the correlation factors.
结果表明 ,对叠合梁斜截面承载力影响最大的是预制梁混凝土强度等级 ,其次是叠合层混凝土强度等级、叠合特征参数αh,影响最小的是叠合特征参数α
3.
The effects of the following factors such as the shear- span to depth ratio, the prestressing force, the characteristic value of steel fiber and the characteristic value of stirrups, on the failure modes and the shear resistance of prestressed steel fiber reinforced concrete beams are analyzed.
根据２５根预应力钢纤维混凝土无腹筋梁和 ２５根预应力钢纤维混凝土配箍筋梁的试验结果，分析 了预应力、剪跨比、钢纤维含量特征值及配箍特征值等变化对预应力钢纤维混凝土梁斜截面破坏形态和斜截面 承载力的影响规律，提出了预应力钢纤维混凝土无腹筋梁和预应力钢纤维混凝土配箍筋梁的斜截面承载力计算 方法。
6) shear strength
斜截面承载力
1.
General situation about shear experiments of high concrete columns reinforced with concrete filled steel tube is presented,and method for calculating ultimate shear strength of the columns is discussed based on the experimental results.
介绍了以圆钢管为钢骨的劲性高强混凝土柱的剪切性能试验的试验概况,在此基础上研究了它的斜截面承载力计算方法。
2.
According to the calculation method for shear capacity of reinforced concrete beam subjected to single bending in Code for design of concrete structures GB50010—2002,a convenient design method for shear strength of reinforced concrete beam subjected to biaxial bending is established.
根据《混凝土结构设计规范》(GB5 0 0 1 0— 2 0 0 2 )规定的单向受弯构件斜截面承载力计算方法 ,建立相应的双向受弯构件计算公式 ,方法简便实用 ,与规范相适应 ,采用混凝土轴心抗拉强度表达构件的承载力。
3.
Based on the analysis of current research results on the shear strength of biaxial flexural reinforced concrete beams,several shear strength calculation methods are summarized.
根据综合分析比较和结构可靠度要求,考虑工程实际和混凝土结构设计规范(GB50010-2002)的有关规定,提出了便于实用和设计计算用表编制的有腹筋双向受弯构件斜截面承载力计算方法。
补充资料：轧辊残余应力(见轧辊应力)
轧辊残余应力(见轧辊应力)
residual stresses in roll
zhagun eanyu yingli轧辊残余应力(residual stresses in roll)见礼辐应力。
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