彈壓導板 的英文怎麼說

中文拼音 [dàndǎobǎn]
彈壓導板 英文
spring guide plate
  • : 彈名詞1. (彈子; 小球形的東西) ball; pellet 2. (內裝爆炸物, 具有破壞和殺傷能力的東西) bullet; bomb
  • : 壓構詞成分。
  • : 動詞1. (引導) lead; guide 2. (傳導) transmit; conduct 3. (開導) instruct; teach; give guidance to
  • : Ⅰ名詞1 (片狀硬物體) board; plank; plate 2 (專指店鋪的門板) shutter 3 [音樂] (打拍子的樂器) ...
  1. 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

    本文在國內外研究成果的基礎上,針對型鋼與混凝土組合結構在現代橋梁建設中廣泛應用前景和研究現狀,利用換算截面法出了型鋼與混凝土組合結構的修正等效慣性矩;在此基礎上,又推出了考慮型鋼與混凝土之間的相對粘結滑移影響的型鋼與混凝土組合結構極限抗彎承載能力計算理論,並介紹了考慮栓釘、聯結件影響的型鋼與混凝土組合結構簡化實用撓曲變形計算公式,而且通過與傳統計算理論的分析比較,表明本文提出的計算理論公式的準確可靠性;此外,採用換算性模量比法著重提出了型鋼與混凝土組合結構的徐變、收縮效應分析的計算理論和程序,並通過實例分析計算證明了理論的正確性、程序的可靠性和實用性。
  2. In this paper, by using non - linear finite element software, ansys / ls - dyna, simulate a forming of auto fall to ground skeleton part, get the contour of the semi - finished product, forecast the change of the blank thickness and the probable wrinkling, cracking, and from the simulation of the spring - back, obtain the spring - back tendency. so, get technology parameters, which are inextricable to forming production. all these will pose great significant to production in theory and reality

    本文運用非線性有限元軟體ansys ls - dyna對汽車落地骨架零件進行了沖成形的數值模擬,得出了毛坯外形,預測了成形過程中料壁厚變化和可能出現的起皺、破裂現象,通過回模擬,預測了回趨勢,獲得了該類零件成形所需要的工藝參數,對實際生產具有一定的指作用。
  3. It is applied to components requiring high corrosion resistance, good weldability and medium strength, such as soldering part for vessel, vehicle and airplane, pressure vessel placing demanding requirement in fire prevention, cooling device, television tower, drilling equipment, transportation equipment, missile component and armor

    典型用途:用於需要有高的抗腐蝕性、良好的可焊接性和中等強度的場合,諸如船舶、汽車和飛機可焊接件;需要嚴格防火的力容器、製冷裝置、電視塔、鉆探設備、交通運輸設備、零件、裝甲等。
  4. Simply supported and multilayered electro - elastic plates : using the theories of simply supported and multilayered magneto - electro - elastic plates, without considering the magneto effect, we can easily get the general solution formulation of simply supported and multilayered electro - elastic plates. four - layered electro - elastic plates with two stacking sequences under a mechanical load or charge are analyzed

    對于簡支性層合問題,根據簡支性層合問題的理論推,不考慮其磁耦合效應,令相關系數為零,即可得到多層性層合狀態變量的表達式。
  5. The proposed model - beam - particle model is validated to simulate some routine tests of concrete which including uniaxial compressive test and uniaxial tensile test to prove that the numerical model can effectively to describe the complete failure process caused by the initiation, propagation and coalescence of cracks. the influence of the meso - mechanical properties to the macroscopic failure behavior is discussed in this paper. the proposed model is employed to simulate the dynamic failure process of concrete under impact loading, and analyse the failure behavior of concrete with different impacting velocity

    本文建立了混凝土的梁-顆粒數值模型,並利用該模型進行了混凝土在單軸縮和拉伸載荷作用下,混凝土從微裂紋的萌生、擴展、貫通直到宏觀裂紋產生致破壞的全過程的數值模擬,探討了混凝土材料細觀結構對其宏觀力學行為的影響;利用該數值模型,模擬了鋼以一定的初始速率垂直侵徹混凝土圓的動態過程,對計算結果進行了動畫顯示,並分析了不同鋼初始速率對混凝土圓破壞形式的影響。
  6. And free vibration frequencies of simple layer a electro - elastic plates re given. electro - elastic plates accompanied with normal material plates : firstly using the theories of simply supported and multilayered magneto - electro - elastic plates, without considering the magneto and electric effect, the general solution formulation of simply supported and multilayered plates are given

    對于簡支電復合材料層合問題,首先由簡支性層合問題的理論推,不考慮其磁、電耦合效應,可以得到一般層合的狀態變量表達式。
  7. It is applied to product requiring high corrosion resistance, good weldability and medium strength, such as naval vessel, automobile, airplane, low - temperature equipment, television tower, drilling equipment, transportation equipment, missile component and armor

    典型用途:用於需要有高的抗腐蝕性、良好的可焊接性和中等強度的場合,諸如船舶、汽車和飛機可焊接件;需要嚴格防火的力容器、製冷裝置、電視塔、裝探設備、交通運輸設備、零件、裝甲等。
  8. Using the fourier transform due to boundary conditions of simply support, solutions of a single magneto - electro - elastic layer in the form of initial state vector and transfer matrix are obtained in fourier transform space from the state vector equations

    對狀態變量方程進行fourier變換,得到了狀態變量表示的單層性層合在fourier變換空間中的解,出了多層性層合的表達式。
  9. On the basis of analysis previous experiment data, it is conclusion that allowable value of drift angle of elastic and elastic - plastic is 1 / 550 and 1 / 75 respectively, which is applicable to r. c. frame structure with special - shaped column is given out. the conclusion explains that the deformabiliry of r. c. frame structure with special - shaped column lies between rectangle column frame structure and shear wall structure. the calculating formula of allowable value of axial load ratio of special - shaped column is derived, it is compared with that of equaling areas rectangle column

    根據對前人試驗數據的統計分析,給出了適用於異形柱框架結構的性和塑性層間位移角限值分別為1 550和1 75 ;指出了異形柱框架結構的層間變形能力介於普通矩形柱框架結構和剪力墻結構之間;以t形柱為例,推了異形柱軸比限值的計算公式,通過與等面積矩形柱的對比分析,認為異形柱的軸比限值與其截面尺寸的比例關系有關;當腹或翼緣受時, t形柱軸比限值存在較大差異;不同的荷載角作用,軸比限值變化較大;矩形柱的軸比限值要大於異形柱的軸比限值。
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