鋼普拉 的英文怎麼說

中文拼音 [gāng]
鋼普拉 英文
gundam model
  • : 鋼名詞(鐵和碳的合金) steel
  • : Ⅰ形容詞(普遍; 全面) general; universal Ⅱ名詞(姓氏) a surname
  • : 拉構詞成分。
  • 普拉 : gundam model
  1. This paper focuses on the research of the stress mechanism of the ribbed shell structure in statics, dynamics and under the explosive load on the basis of the engineering practice of cave depot of single aircraft. in this paper, according to the classical shell theories, the basic differential equilibrium of the ribbed shell structure and the finite element analysis of 3d rippled plate are established, in which the function of annular ribs reinforcement bars and 3d ripped steel plates are distributed in the range of the steel, and the functions along the longitude direction of tension, bending, and torsion are neglected ; applied with dynamic analytical theory, the dynamic model of ribbed shell structure and the analytical theory model of elastic - plastic are set up ; the triangle series method is used to solve the displacement and stress under the distributed load and the concentrated load of the ribbed shell structure

    本文以軍用機場地面單機掩蔽庫工程建設為工程背景,首次對內襯三維波紋板混凝土拱型復合結構的受力機理進行了靜力、動力和爆炸荷載的分析研究。根據將橫肋、筋及三維波紋板的作用均勻分佈在殼體范圍內的情況,忽略橫肋、筋及三維波紋板沿殼體母線方向的抗、抗彎及其抗扭作用,首次推導出了內襯三維波紋板混凝土殼體的微分平衡方程,建立了有限元計算模型,並採用三角函數法,求解了三維波紋板混凝土拱型復合結構在分佈荷載和集中荷載作用下的位移響應和應力響應,並與通殼體進行了比較。
  2. Indian steel mogul lakshmi mittal, mexican telecom magnate carlos slim helu and ikea founder ingvar kamprad of sweden knocked several wal - mart heirs down a few notches on forbes magazine ' s 2005 rankings of the world ' s billionaires

    印度鐵巨頭克希米?米塔爾、墨西哥電信首腦卡洛斯?斯里姆?荷魯和瑞士家居品牌"宜家"的創始人英格瓦?坎德將幾名沃爾瑪公司的繼承人從《財富》雜志2005年度的"富豪榜"上擠到了後面。
  3. Iron and steel. general purpose steel. bars and wire - rod for drawing. grades and types

    鐵.通用途.拔用棒材和線材.等級和類型
  4. Wuxi plymouth letter composite materials limited & yixing city rehabilitation fibreglass limited is fibreglass surface blanket, glass fibre and fibreglass laji reach zhencizhan professional manufacturers

    無錫利信復合材料有限公司&宜興市復興玻璃纖維有限公司是玻璃纖維表面氈、玻璃纖維針刺氈和玻璃擠型材的專業生產廠家。
  5. With the prerequisite of meeting requirement of its working performance, the mix design of common grades can be concluded though strength test if we check various property of the said concrete with the certain mix design, such as compressive strength, tensile strength, elastic modulus, reinforcement wrapping strength, leakage resistance, shrink property and charring resistance, and compare them with property of ordinary concrete, we will find that the various dynamic property of self - densifying high performance concrete is very satisfactory and the durability is quite ideal

    在滿足自密實高性能混凝土工作性能的前提下,通過強度試驗得出常用強度等級混凝土的配合比,檢測該配合比下的自密實高性能混凝土的抗壓強度、劈裂抗強度、彈性模量、筋握裹力性能、抗滲性、收縮性、抗炭化性等性能,以及各種性能與通混凝土的比較,驗證自密實高性能混凝土硬化后的各方面力學性能是完全能夠符合要求的,並且具有較高的耐久性。
  6. A way to avoiding crack or reducing crack width of concrete or reducing distortion of member is using prestressed concrete. the writer tried to make full use of the merit of the prestressed concrete and designed prestressed concrete mandril to control crack of structure. the prestressed concrete mandril, which was firstly applied high pressure on a small concrete bar, and then was made in concrete, so it would act as reinforced bar and resist load. in this thesis the writer designed 24 mmnbers and had experimental study of them, reached the conclusion that the effect of resisting crack of the prestressed concrete mandril was good when the load was not large, it can enhance the capacity of resisting crack and reduce the crack distance and crack width, but when the loads was large, the effect of resisting crack was not good, when we used the prestressed concrete mandril and reinforced bar together in member, the effect of resisting crack was very good. the writer analysed the adherence mechanism and wreck mechanism of the prestressed concrete mandril in anxial tension members, and according to the character of the prestressed concrete mandril, the writer constructed the bond model of it. then the writer introduced the analysis theory of crack including the bond - slip theory, the non - slip theory, the synthesis theory and mathematics stat method. the different theory had different theory base, they considered that the primary affection of crack width was different. in this test, the crack distance and crack width of members which placed reinforced bar were match to the compute value of the code gb 50010 - 2002 very well. to the members which

    本文共進行了24根試件的試驗研究,得出了預應力混凝土芯棒能較大地提高構件抗裂承載力,在荷載小於預應力混凝土芯棒的開裂荷載時有較好的抗裂效果,能較大地減小裂縫間距和裂縫寬度,但是當荷載較大預應力混凝土芯棒開裂時預應力混凝土芯棒的抗裂效果不是很好,若將筋和預應力混凝土芯棒一起使用時則有很好的抗裂效果。本文分析了預應力混凝土芯棒在軸試件中的粘結機理和破壞機理,根據預應力混凝土芯棒本身的特點,提出了預應力混凝土芯棒與后澆混凝土之間的粘結模型。然後本文詳細介紹了經典的裂縫分析理論粘結滑移理論、無滑移理論、綜合理論和數理統計方法,各理論有著各自不同的理論基礎,認為影響裂縫寬度的主要影響因素也各不相同。
  7. Gfrp bar is a new antisepsis material and it have many availabilities, such as the resistance to corrosion, high strength - to - weight ratio, low electromagnetic properties and so on. however, to fully replace steel by gfrp bar, some aspects of their behaviour have to be determined, include smooth surface, low bond strength, low modulus of elasticity

    玻璃( gfrp )筋作為一種新型的防腐筋材,具有許多筋所不能比擬的優點,如防腐性能好、抗強度高、絕電磁性、易於成型等,但也存在表面光滑、不易與混凝土的粘結、彈性模量較低等缺陷,因此解決玻璃筋與混凝土的粘結強度問題是其技術關鍵。
  8. In light of the simulative research results, three methods are applied to analyze some controversial problems in this kind of structural system ( such as the concrete pouring sequence of continuous ends, the applying sequence of pretensioned force, the removal of the temporary supports, the concrete pouring style of continuous ends, the optimization of constructional reinforcement and prestressed reinforcement ). some important conclusions are drawn : the concrete pouring sequence of continuous ends should be in accordance with the principle of " interval end " ; the removal of temporary supports is also on this principle ( opposite to traditional opinions ). at the same time, other problems such as the shrinkage and creep effects of concrete, the c racking and failure pattern, the optimization of reinforced bars and prestressed bars are also analyzed in detail

    在此基礎上,對于目前先簡支后連續結構體系中存在的一些有爭議的問題(如后連續端部澆築和后連續預應力張的順序、體系轉換中的臨時支座拆除順序、后連續端部澆築方式、后連續端部的預應力筋及筋的優化等) ,我們分別運用三種方法進行了細致的模擬分析、研究,並得出了一些具有重要工程意義的結論:后連續端部的澆築順序和后連續預應力張的「隔跨」原則,臨時支座拆除的「隔跨」原則(此前人們一直認為「對稱澆注和對稱張」是最為合理的施工工序) ,混凝土的收縮、徐變對先簡支后連續結構體系的影響一般較小等。
  9. Non - alloy steel rod for drawing and or cold rolling - part 2 : specific requirements for general purpose rod ; german version en 10016 - 2 : 1994

    拔和或冷軋非合金棒.第2部分:棒的特殊要
  10. The experiment results justify the conclusion that the hrb400 steel works harmoniously with moderate strength concrete. it yields no matter in tension or compression

    試驗結果表明: hrb400筋可以與通強度的混凝土共同工作,無論受還是受壓均可屈服。
  11. First, the steel fiber reinforced concrete and the lightweight aggregate concrete can make up the deficiencies of common concrete such as low tensile strength and large dead weight

    首先,纖維和輕骨料能彌補通混凝土存在的抗強度低和自重大等方面的不足。
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