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加固结构的英文

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"加固结构"怎么读用"加固结构"造句

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  • reinforced structure

例句与用法

  • The strengthened structure is the structure subjected to twice - loading . the old structures have worked and produced stress and strain before strengthening ; the new parts just begin to work only under new loading
    加固结构属二次受力结构,加固前原结构已经承载受力产生应力、应变,而新加部分只有在新增荷载下,才开始受力。
  • So the collapse of 2 ~ ( # ) landslide body will affect failure - free operation of the power plant . because of the serious consequences caused by slope failure , the study of safety factor against sliding and reinforcing structure ' s design and analytic method is concerned by lots of engineers
    由于边坡失稳可能会引起严重后果,所以塌滑体抗滑稳定安全度和加固结构设计及分析方法的研究是国内外工程界十分关心的研究课题。
  • Supposing the concrete structure is loaded at two times , the theory of rc can be used to deduce the formula of bending terminal bearing capacity of cfrp reinforced concrete structure , and the nonlinear stress - strain relationship of concrete is taken into account rightly
    摘要在考虑二次受力的基础上,充分考虑了受压区混凝土的非线性应力应变关系,利用钢筋混凝土的相关原理对cfrp加固结构的受弯极限承载力公式进行了相关推导。
  • According to the basis relation of stress , strain and the value of limit deformation during the strengthening of concrete architecture , the derivate computing method is applied under different state of load and internal force . and it is towards difference of stress and strain of the new and old part of the strengthening structure . it is pointed out that unloading is the necessary and important method of taking advantage of effect of the strengthening structure
    本文根据混凝土结构加固中材料的基本应力? ?应变关系和极限变形值,针对加固结构新旧两部分的应力、应变差,应用迭加原理,导出了加固结构在不同受力状态下的承载力和内力适用设计计算方法,指出了“卸荷”是充分发挥加固结构效能的必不可少的重要手段。
  • In engineering practice , carbon fiber - reinforced plastic ( cfrp ) is being widely used as the material to strengthen the concrete structures . one problem related is the effect of secondary loading , to which little attention has been paid in the literature . presently , this problem is considered
    实际的加固问题大多属于二次受力问题,但现有的研究均未能够对这一特性加以很好的考虑,而是将加固结构视为组合结构进行分析,所得出的结果与实际情况有一定偏差。
  • This paper mainly introduces technologies of bending carbon fiber reinforced plastic ( cfrp ) plates or fabrics to the web of reinforced concrete members , and also this paper discusses the design principles of carbon fiber reinforced plastic ( cfrp ) used in the reinforced concrete members , as well as considering the preload effect to the bending capacity of the reinforced concrete members . finally , a kind of new practical method is put forward , and may be a reference for practical engineering designer . in the meantime , this paper analyzes the " local failure " caused by shear and normal stress concentrations at the plate ends that can easily incorporated into design equations . furthermore , the bonding and anchoring conformation of concrete members strengthened by carbon fiber reinforced plastics also be set forth
    本文重点研究碳纤维制成织物片材粘贴到混凝土表面用于结构的补强与加固的技术特点,从理论上探讨cfrp加固混凝土结构的设计原理,分析二次受力对加固结构的弯矩承载力的影响;同时对外贴碳纤维加固混凝土的抗弯和抗剪提供一种简单、实用的设计方法,供工程设计人员参考,对碳纤维布加固混凝土梁中出现剥离破坏也进行了分析,提供了最大剥离正应力的计算公式,以及对外贴cfrp加固结构构件的粘贴构造与锚固进行了阐述。
  • On the basis of these conclusions , the stability of natural 2 # landslide body of hongjiadu hydraulic power plant is analyzed with this finite element iteration method and the uniform value off on the sliding surface of the landslide body is inversed . meanwhile , the stability of scaled 2 # landslide body of hongjiadu hydraulic power plant is analyzed and downslide force of scaled 2 # landslide body and normal stress and shear stress on the sliding surface are obtained . in addition , the results provide a reference for reinforcing structure ' s layout
    在此基础上,文中用该方法对天然状态的洪家渡水电站2 #塌滑体进行了稳定分析,反演了塌滑体滑动面上均化的f值,对部分削坡后的洪家渡水电站2 #塌滑体进行了稳定分析,获得了部分削坡后塌滑体的下滑力和滑动面上的正、剪应力分布,为加固结构布置提供了依据。
  • At present , the experi - mental research for structures strengthened with cfrp focuses on the bending and shearing etc , but the creep research is limited . aimed at the situation , the paper complete several aspects as following : ( 1 ) long - term test on ten concrete columns with three different surface treatment of coat free , epoxy coated and cfrp sheet wrapped were completed . the creep properties of those concrete columns were studied
    目前国内对于碳纤维加固结构的试验研究主要集中在抗弯、抗剪等短期性能方面,而对其徐变性能研究十分有限,针对这种情况,本文主要完成了以下工作: ( 1 )完成了10个不同表面处理混凝土短柱的徐变试验,研究了长期荷载作用下不同表面处理轴心受压短柱的徐变发展规律。
  • The results demonstrate that the method mentioned in this paper is correct , reliable and rational . on the basis of the conclusions , the reinforcing structure ' s internal forces of 2 landslide body of hongjiadu hydraulic power plant are analyzed with this method and the service behavior of the joint structures of anchor caverns and piles in the 2 # landslide body is studied . at the same time , the
    在此基础上,文中用该方法对洪家渡水电站2 #塌滑体的加固结构进行了内力分析,研究了洞桩联合结构在洪家渡水电站2 #塌滑体加固中的工作性态,计算了每个抗滑桩和锚固洞桩承受的下滑力,为实际工程加固设计提供了合理、可靠的依据。
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