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挠曲变形的英文

发音:  
"挠曲变形"怎么读用"挠曲变形"造句

英文翻译手机手机版

  • bending deformation
  • deflection deformation
  • flexural deflection
  • flexural strain

例句与用法

  • The calculation of flexural deformation of cold - formed steel - deck concrete floors
    混凝土组合楼板挠曲变形计算
  • According to the transferring matrix method , the paper presents a method for calculating the deflection of a filament wound tapered tube at bending and the calculation result is proved by experiment results
    本文以传递矩阵法为基础,计算纤维缠绕锥管在弯曲载荷作用下的挠曲变形,并以实验结果验证了计算结果。
  • In this thesis , it is analyzed theoretically the steel bar layout pattern , the prestress loss , the concrete stress , and the discipline of the deformation and the fracture forming of structures of the partial prestress concrete frame beams , which is widely used in modern civil engineering
    本文从理论上分析了现代建筑工程中广为采用的部分预应力混凝土框架梁的布筋方式、预应力损失、混凝土应力、结构变形和开裂规律;导出了具有一般意义的预应力锚固损失以及梁的长期挠曲变形计算公式。
  • Partially prestressed concrete structure has been widely used in the field of civil engineering . the deformation is very important for prestressed concrete members , for they are thinner than those of reinforced concret owe to the adoption of hign - intension material and developed technic of design and construction . at present , there are some formulae for deformation in the criterion of many countries . mostly there are 3 methods in use : double linearity method , method of valid inertia and curvature integral calculus method . this article will discuss the influence of material , spa , construction form , and adjust the formula for stiffness of gb50010 - 2002 to a new uniform formula for deformation
    在土木工程领域,部分预应力混凝土结构因其良好的跨越能力和经济性而得到了广泛的应用,并发挥了巨大的作用。由于采用了高强度材料并进一步改善了设计和施工技术,预应力混凝土构件一般比普通钢筋混凝土构件更为细巧,因此,挠曲变形问题显得尤为重要起来。目前,各国规范对于部分预应力混凝土构件的变形计算均有相应的公式,变形计算的关键是刚度的计算。
  • On the basis of relative researches in the world , according to the study status of steel - concrete composite slab , which would be widely used in modern bridge , modified equivalent inflexibility of steel - concrete composite slab was deduced by use of conversion section principle in this paper ; based in this , this paper put forwards the theory of ultimate flexural capacity of steel - concrete composite slab in consideration of slip effect , and introduces the practical simplified method for calculating flexural deformation of steel - concrete composite slab in consideration of the effect of steel studs and welded wire , and conclude that the methods in this paper is veracious and reliable , comparing with the traditional calculating mode ; morever , this paper put forwards the calculating theory and program of the effect analysis of creep and shrinkage to steel - concrete composite slab , using conversion elastic modulus principle , and testifies that the theory is right and the program is reliable and practical
    本文在国内外研究成果的基础上,针对压型钢板与混凝土组合板结构在现代桥梁建设中广泛应用前景和研究现状,利用换算截面法导出了压型钢板与混凝土组合板结构的修正等效惯性矩;在此基础上,又推出了考虑压型钢板与混凝土之间的相对粘结滑移影响的压型钢板与混凝土组合板结构极限抗弯承载能力计算理论,并介绍了考虑栓钉、联结件影响的压型钢板与混凝土组合板结构简化实用挠曲变形计算公式,而且通过与传统计算理论的分析比较,表明本文提出的计算理论公式的准确可靠性;此外,采用换算弹性模量比法着重提出了压型钢板与混凝土组合板结构的徐变、收缩效应分析的计算理论和程序,并通过实例分析计算证明了理论的正确性、程序的可靠性和实用性。
  • As an application of this fem preprocessing system , the simulation on the welding process of missile ’ s oil box was performed , in which the effects of the welding sequences of four web plates and welds on each web plate are primarily analyzed . the simulation results show that the deformations under varied welding sequences are almost the same . downward deflection deformation is obtained along the weld longitudinal direction in the structure as well as upward deflection deformation along the weld traverse direction
    对于某型号导弹油箱结构焊接过程的数值模拟计算,主要考察了每块立板上各段焊缝焊接顺序的调整、四块立板之间不同的焊接顺序以及焊接起始端的选择对结构焊后变形的影响规律,模拟结果表明:壁板在各种焊接顺序下的整体变形规律基本相似,即焊后壁板沿焊缝纵向发生了向下的挠曲变形,中部向下变形量最大;沿焊缝横向发生了向上的挠曲变形,壁板两端部变形量较大,且壁板前端变形大于壁板后端。
  • The meso - cenozoic evolution of bachu fault - uplift is closely related to its south and north subsiding foredeep . under the background of indian plate subducting under asia - europe plate , bachu forebulge was greatly affected by the development of southwest depression and awati depression . almost all of its structure reversed , and as a result of it , both of its south and north boundary migrated . according to its evolution history and its feature , the authors tentatively use both - side migration model to interpret the evolution of compound forebulge . since triassic , almost all the spheres above lithosphere synchronously became flexure . because transpressional stress field became increasingly strong , bachu forebulge continued uplifting and big faults formed . then , bachu uplift , as a whole , slipped upward along those big faults and showed migrating toward thrust zone in plane . in tectonic tranquility , the lithosphere bounded back and in consequence of it , bachu uplift slipped down and showed migration toward craton , at that moment negative inversion structures developed . while the forebulge migrated toward its south and north foredeep , it was very possible that locally extensional stress appeared in the forebulge
    在印度板块向欧亚板块俯冲的大背景下,巴楚前缘断隆受西南坳陷和阿瓦提凹陷的影响,新生代时构造体制发生反转,边界向南北迁移。根据其发育过程特征,作者用复合前缘隆起两端迁移模式对复合前缘隆起独特的构造发育史进行了解释:即三叠纪以来岩石圈各圈层同步挠曲变形。随着挤压应力场的增大,巴楚隆起在挠曲基础上不断抬升,形成几条大型断裂带。
用"挠曲变形"造句  

其他语种

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