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thin-walled beam中文是什么意思

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用"thin-walled beam"造句"thin-walled beam"怎么读"thin-walled beam" in a sentence

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  • 薄壁梁

例句与用法

  • The advanced point estimate method is presented to evaluate the random properties of the torsion of thin - walled beam
    提出了改进点估计法来计算薄壁梁结构扭转的概率特性。
  • By an example , the warping theory of the thin - walled beam is compared with and distinguished from gbt , while the contribution and the defect of the former is presented
    本文通过算例对广义梁理论和薄壁杆件翘曲理论进行了比较研究,并指出了后者的贡献和局限性。
  • The paper argues that there is an imperfection in the fundamental a ssumption o f g bt with regard to the traverse bending model of the plates , which consists of the thin - walled beam , and presents a new model to amend it
    在广义梁理论中,有关板件横向弯曲模型的假定存在缺陷。本文就单一畸变模式新的模型对这一缺陷进行了修正。
  • As the basis of stochastic torsional analysis , a stepped thin - walled beam model with complex cross - sections of arbitrary shapes ( open , closed or mixed ) is established in this paper , which takes into account the effect of secondary shear flow resulting from warping restraint
    摘要具有复杂断面形状的阶梯精密梁模型作为扭转随机分析的基础,可以计及翘曲约束引起的二次剪流。
  • Starting from two well - accepted assumptions in theory of thin - walled beams , a general theory for linear analysis of curved beams with any open sections is established in this paper by using the principle of virtual work . the equations of equilibrium and natural boundary conditions are given
    文章首先从薄壁构件理论的两个基本假定出发,利用虚功原理,建立起一套精确的、可以应用于任意开口薄壁截面圆弧曲梁的线性理论,给出相应的平衡方程和边界条件。
  • In the scope of linear elastic theory , the consistent of the fundamental assumption between the theory of thin - walled beams and solid beams is analyzed and defined from the viewpoint of the thin plate theory . the drawback of volassov thin - walled beams theory is studied on the ground of the traverse distribution of loads on the thin plate . and , the fundamental assumption of generalized beam theory ( gbt ) is surveyed
    本文在线弹性的范围内从薄板弯曲理论出发,讨论了薄壁杆件理论与实体梁理论在基本假定上的一致性,并从薄板荷载横向分布形式的角度分析了符拉索夫薄壁构件理论的局限性,对考虑截面畸变的梁理论? ?广义梁理论( gbt )的基本假定进行了探讨。
  • Because numerous mega - columns and mega - beams of mega - frame are thin - walled beam , hence the torsion can " t be neglected in structural calculation , and so in the calculation of structural overall stability , the coupling of bend and torsion can " t be neglected . the second is the thin - walled beam with opening section element which be considered effect of axis force and the coupling of bend and torsion
    由于巨型结构中许多巨型柱和巨型梁为薄壁杆件,所以在结构计算中就不能忽略扭转,同样在结构的整体稳定性计算方面就必须考虑弯曲与扭转的耦合,所以作者推导了开口薄壁杆件在考虑轴力效应、弯曲与扭转耦合时的单元。
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