plane section meaning in Chinese
平截面
剖面
水平断面
Examples
- The rigid arm cc is simply a statement that the " plane sections " hypothesis may be applied to the shear wall
刚臂cc只是说明了在剪力墙中可以应用“平截面”假设。 - In this paper an iterative computer - based analysis method is first proposed and the corresponding visualized computer program is developed . the proposed method was based on several reasonable assumptions including that plane sections before deformation remain plane after deformation
本文首先根据几个合理的计算假定，建立了一种基于数值迭代的计算机方法，并编制了相应的可视化计算机程序。 - First , using strip - partitoning method and programming in matlab language , the numerical caculations of the relation curve between moment and curvature are done for the beams strengthened with non - prestressed and pretressed cfrp sheets , base on the assumption of plane section , non - bonding slip and non - peeled destroy . secondly , nolinear finite elemeant analysis by ansys are done for the beams strengthened with prestressed cfrp sheets base on the three assumptions before mentioned , the analysis are all done for the relation curve between load and displacement , the distribution of material stress , the distribution of cracks . lastly , calculation formula of flexural capacity and deflection are proposed
)的全过程关系曲线。其次基于上面的三个假定,选择合理的本构关系,利用ansys通用有限元分析程序对预应力碳纤维布加固梁进行非线性有限元分析,分析了加固梁的荷载-挠度关系、材料的应力情况、裂缝的分布情况等。最后提出了承载力计算公式和正常使用状态下挠度计算公式。 - In order to assure the bonded - strengthened beams to have ductility and fully exert the compressive capability of concrete , the paper deduces the lower limit compressive height used in design from the plane section assumption and theory of limit destruction . the lower limit compressive height is when the strain of compressive edge fiber reaches its peak value ( 0 . 002 ) and the externally bonded material reaches its limited strain ( 0 . 01 )
由平截面假定和界限破坏理论，并保证粘贴加固梁具有一定的变形能力和较为充分地发挥混凝土的抗压性能，本文以受压区混凝土边缘应变达到峰值应变( 0 . 002 ) ，而加固材料应变刚好达到极限值( 0 . 01 )的界限破坏时混凝土受压区高度做为粘贴加固梁设计高度的下限值_ ( c0b ) h 。 - Based on plane section assumption , this paper presents the methods of calculating the ultimate strength of the columns strengthened with cfrp , and makes a simplification of the methods . a fortran program on nonlinear method is presented to numerically analyze the characteristics of large eccentrically loaded columns strengthened by longitudinal straps of cfrp , calculating results compare well with experimental data
本文在平截面假定的基础上分别推导了碳纤维布纵向粘贴大偏心受压柱的正截面承载力校核和截面加固基本计算公式，并对公式进行了相应的简化；运用fortran语言编制相应程序对纵向粘贴碳纤维布大偏压柱进行了数值分析，本文公式计算结果和程序计算结果均与试验结果吻合良好。