塑性扭力 的英文怎麼說

中文拼音 [xìngniǔ]
塑性扭力 英文
plastic torsion
  • : 動詞(塑造) model; mould
  • : Ⅰ名詞1 (性格) nature; character; disposition 2 (性能; 性質) property; quality 3 (性別) sex ...
  • : 動詞1 (掉轉; 轉動) turn round 2 (擰; 旋轉) twist; wrench 3 (擰傷) sprain; wrench 4 (走路時...
  • : Ⅰ名1 (力量; 能力) power; strength; ability; capacity 2 [物理學] (改變物體運動狀態的作用) forc...
  1. Insert nut is designed for rapid installing into thermo - plastics by means of ultrasound. its two opposite helical knurl bands provide a combination of high torque and pulling out resistance

    壓入式螺母通過加熱或利用超音波可快速安裝到熱料中,它的兩道相反旋向的壓花帶可提供較高的抗轉和抗拉拔能
  2. Plastics. testing of behaviour under clamping. torque wrench method

    料.緊固后穩定試驗.板手法
  3. In order to develop and consummate the analysis theory and calculation method of base - isolated structures, based on the research on restoring force model of isolation systems and the analysis on the nonlinear seismic response of base - isolated structures, the analysis on multi - dimensional and lateral - torsional coupled seismic response of base - isolated structures is developed in this paper. according to the mechanical performance of isolation systems, detailed analysis and improvement of the present research, an unilateral and a bilateral coupled visco - elastic hysteretic model for rubber bearings, an unilateral and a bilateral coupled visco - elasto - plastic differential hysteretic model for lead rubber bearings, an unilateral and a bilateral coupled modified visco - plastic differential hysteretic model for sliding friction bearings are proposed

    為進一步發展和完善基礎隔震結構分析理論和計算方法,本文以隔震系統恢復模型研究及基礎隔震結構非線地震反應分析為基礎,對基礎隔震結構的多維地震反應及平?耦聯地震反應開展了以下幾方面的研究工作:根據隔震系統能的特點,在現有研究成果的基礎上,對隔震系統恢復計算模型進行了改進和創新,提出了普通疊層橡膠支座單向及雙向耦合粘彈恢復計算模型,鉛芯疊層橡膠支座單向及雙向耦合粘彈微分型恢復計算模型,摩擦滑動支座單向及雙向耦合修正粘微分型恢復計算模型。
  4. The a3 steel is a kind of plastic material which we commonly used in our daily life and teaching, but there is not much study of mechanical behaviour of the material after pretorsion and pretension intensify at present

    A3鋼是我們日常生活和教學中常用的一種材料,但對于這種材料在轉預應變和拉伸預應變后的能目前研究的不多。
  5. The rigidity and strength performance such as tension bend, torsion of composite laminated plates are calculated by use of classical lamination theory, and then analyses the experiment methods for rigidity and strength of laminate in detail, the comparison of theoretical analysis and experimental result shows good consistent, which indicate that the theoretical analysis and experimental method presented there is applicable for design and manufacture of military medical shelter laminate. in addition, theoretical analysis is taken for heat preservation and insulation performance of the laminate material by use of stable plate heat conduction method

    採用經典迭層理論,計算了軍用醫療方艙復合夾層大板材料的拉伸、彎曲及轉等剛強度能,由此深入研究了夾層大板材料彎曲剛強度能試驗方法,對理論分析進行了試驗驗證,結果表明該課題提出的理論分析和試驗方法適于軍用醫療方艙鋁復合夾層大板學分析,對軍用醫療方艙鋁-聚氨酯-鋁復合夾層大板的學結構設計和製造具有重要的應用價值。
  6. The pore air pressure gradually goes up with the developing of axial strain in the process of the dynamic torsional shear test of loess, but the pore water pressure hold the line or goes up a little in the last. the stress - strain dynamic constitutive relationship of intact loess and man - made loess show the hyperbolic model. there are some remarkable differences of strength and strain between unsaturated loess and saturated loess

    研究結果表明:非飽和黃土在動剪試驗過程中,隨著軸向變形的發展,孔隙氣壓逐漸上升,而孔隙水壓則基本保持不變或後期略有升高;原狀黃土和重黃土的應應變本構關系呈雙曲線型;非飽和黃土和飽和黃土的強度及變形特存在明顯差異;進而分析了含水量、固結應和固結應比對黃土動的影響本文最後對非飽和土的有效應計算公式進行了討論。
  7. The contents include as follows : the influencing factors of the displacement ductility factor of the unbonded partially prestressed concrete frame structures, such as stirrup reinforcement characteristic value, nominal shear span ratio, axial compression ratio, the appearing order of plastic hinges and partial prestressing ralio ( ppr ) are discussed. the formula of displacement ductility factor of the unbonded partially prestressed concrete frame structures is suggested by regression analysis. with regard to the aseismic design and the request of ductility and energy dissipation, the restriction of the flat - beam / column sectional size and aseismic reinforced design are discussed

    本文主要包括以下內容:討論了配箍特徵值、名義剪跨比、軸壓比、鉸出現順序、預應度等因素對無粘結部分預應混凝土框架位移延系數的影響,回歸了考慮影響因素的位移延系數計算公式;對無粘結部分預應混凝土扁梁框架結構,闡述了抗震設計對扁梁、柱截面尺寸的要求與限制;對滿足延和耗能要求的無粘結部分預應混凝土扁梁控制截面抗震配筋進行了探討;通過對無粘結部分預應混凝土扁梁梁端的受分析,改進了以往扁梁梁端矩設計值計算公式。
  8. The results indicate that the elastic operating stress range of a torsional axis is extended greatly by pre - twist process and the main reason lies on surface residual stress

    結果表明,預軸彈工作應?圍得到極大擴展,其主要原因在於預變形成的表面殘餘應
  9. And the theoretical a nalyses done in this paper are listed below : first, the experimental data on the members of varied parameters under torsion demonstrate the general rule of the deformation while the tubular is under torsion. the paper establishes three phases of the deformation of the tubular under torsion, namely, the elastic deformation, the elastic - plastic deformation, and ultimate failure. through regression analysis, a simplified method is proposed for calculating the capabilities of the tubular under elastoplastic torsion, and the formulary for bearing value, is also recommended as a reference in engineering design

    本文根據不同參數的構件受能試驗結果,研究了該結構受變形全過程的基本規律,提出了受鈕全過程的三個工作價段,即彈變形階段,彈變形階段和極限破壞階段,經分析回歸得到轉全過程彈的簡化分析方法及承載計算公式,可供工程設計參考;同時根據本文的彎試驗結果以及對離心鋼管混凝土構件進行的理論分析,推導了彎試驗相關承載的關系。
  10. Abstract : by the using of the theory of plastic mechanics, a calculated formula of ultimate strength of shearing stress is obtained for metallic materials with torsion of circular shaft, and the experimental results about low - carbon steel are given

    文摘:利用學基本理論,建立了具有屈服及強化特金屬材料圓軸轉的剪應強度極限的計算公式,並給出了低碳鋼剪應強度極限的處理結果
  11. In order to evaluate the present pre - twist process of the tank torsional axis, by elastic - plastic finite element analysis method, a torsional axis ' pre - twist process and limited loaded process were simulated

    摘要為評定某坦克軸的現預處理工藝,用彈有限元分析方法,模擬了軸的預過程及極限加載過程。
  12. And, the structure weak - regions lie respectively in the transfer - floor, the vicinity of the 20th floor and the roof, which need to make the measure to avoid the structure plastic deformation under the action of stronger earthquake. ( 5 ) the vibration form appears the coupling of move and torsion, electing the first 15 modes to analyze can reflect accurately the actual load - function situation of the structure

    轉換層、 20層附近以及頂層為結構的薄弱層,需採取加強措施以防在強震下產生變形。 ( 5 )本結構的振動形式表西安理工大學碩士學位論文現為平動與轉的禍連,取結構的前巧階振型作分析能夠較精確的反應結構的實際受狀態。
  13. Plastics. determination of stiffness in torsion of flexible materials. part 1 : general method

    料製品.柔材料剛度測定.第1部分:一般方法
  14. In her novels, woolf is deeply engaged by the questions of how individuals are shaped ( or deformed ) by their social environments, how historical forces impinge on people ' s lives, how class, wealth, and gender help to determine people ' s fates. most of her novels are rooted in a realistically rendered social setting and in a precise historical time

    在她的小說里,伍爾夫深刻地描寫了社會環境如何造人和曲人,傳統勢怎樣壓制人們的生活,階層,財富,別怎樣決定人的命運.她的絕大多數小說植根于現實地,在某個具體的歷史時期,解譯社會模式
  15. Plastics. determination of stiffness in torsion of flexible materials. part 2 : application to plasticized compounds of homopolymers and copolymers of vinyl chloride

    料製品.柔材料剛度測定.第2部分:適用於氯乙烯的均聚物和共聚物增化合物
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