plane section
英 [pleɪn ˈsekʃn]
美 [pleɪn ˈsekʃn]
网络 水平断面
英英释义
noun
- (geometry) the area created by a plane cutting through a solid
双语例句
- The test results indicate that the ultimate load bearing capacity and the behavior of deformation of the timber beams is greatly enhanced after strengthened by CFRP, and the longitudinal strains of intact beams and strengthened beams are all consistent with the assumption of plane section.
试验结果表明，采取碳纤维布加固木梁，其承载力得到大幅度的提高，变形性能得到显著的改善，加固前后截面应变均符合平截面假定。 - Under the assumption of plane section, the3D displacement field equation is discretized in terms of nodal displacements.
退化梁单元采用基本的平截面假设，并用轴线节点位移来表示梁单元的三维位移场。 - A polyhedron any plane section of which is a convex polygon.
各个平面部分是凸型多边形的多面体。 - The applicability of the formula of the longitudinal shear force flow of the plane beam to calculate the studs 'loading forces of composite beams, which is based on the plane section assumption in mechanics of materials, are reviewed and evaluated.
考察评价了材料力学中基于平截面假定的计算平面梁纵向剪力流公式计算组合梁栓钉受力的适用性； - The results showed that reinforced concrete beam serviced 11 years and with a certain cumulative damnification is still basically in line with the plane section assumption. The old beam which appears a larger crack, deformation before destruction was still ductile.
试验结果表明已经服役了11年且有一定累积损伤的钢筋混凝土旧梁仍然基本符合平截面假定，旧梁破坏前出现较大的变形和裂缝，破坏仍然呈延性性质。 - With the help of micro-mechanics, laminate theory, plane section assumption, constitutive model of FRP confined concrete and numerical integration, an nonlinear full-procedure analysis has been finished for concrete-filled GFRP tube composite members subjected to combination of bend and axial compression.
本文应用细观力学、经典层板理论、平截面假定、FRP约束混凝土本构模型及数值积分对GFRP管混凝土组合结构压弯构件进行了非线性全过程分析。 - Based on the plane and section isoline of fluid potential, the distribution features of liquid flow in the studied areas were analyzed.
在编制流体势平面和剖面等值线图的基础上，分析研究区的流体势分布特征。 - Based on the plane section assumption and the formulas of compression members with small eccentricity, the interaction diagram of ξ-m, n and the linear interpolation formula of ξ according to the calculation of rectangular section capacity with asymmetrical reinforcement are presented.
根据平截面假定和小偏心受压构件的基本公式，通过对矩形截面非对称配筋承载力的分析计算，给出了ξ与m，n的关系以及计算ξ的线性内插公式。 - The computation of stress resulted by external load is relatively complex because the deformation of unbonded prestressed strand cannot comply with the plane section assumption.
根据折线形截面假设，提出了一种计算带圆角平板受弯曲时的应力集中系数和弹塑性极限载荷的简单而有效的方法。 - The strain measurement proves that the average strains agree with the assumption of plane section.
应变量测表明平均座变符合平截面假定，少数试件且量测至破坏阶段。