斷裂狀態 的英文怎麼說

中文拼音 [duànlièzhuàngtài]
斷裂狀態 英文
breaking state
  • : Ⅰ動詞1 (分成段) break; snap 2 (斷絕;隔斷) break off; cut off; stop 3 (戒除) give up; abstai...
  • : 裂動詞[方言] (東西的兩部分向兩旁分開) open
  • : Ⅰ名詞1 (形狀) form; shape 2 (情況) state; condition; situation; circumstances 3 (陳述事件或...
  • : 名詞1. (形狀; 狀態) form; condition; appearance 2. [物理學] (物質結構的狀態或階段) state 3. [語言學] (一種語法范疇) voice
  • 斷裂 : break; disrupt; flying off; fracture; fragmentation; out break; rift;crack;bursting;rupture;rendi...
  • 狀態 : status; state; condition; state of affairs: (病的)危險狀態 critical condition; 戰爭狀態 state o...
  1. It is one of mechanisms of plastic distortion, at the same time it is also the beginning of microcosmic damage and rupture before the macroscopical destroying of materials, it representatives a mid - state between materials " macroscopical rupture and bend, it is considered a premonitor that the rupture of polymer material

    它是材料塑性變形的機制之一,同時又是材料宏觀破壞以前微觀上損傷、破壞的開始,它代表材料微觀和屈服之間的一個中間,可以看作是聚合物材料宏觀的先兆。
  2. It is analyzed the influence of sericin aggregating state change caused by different soaking agents and treatment processes on the soft properties of silk in such aspects as initial modulus, breaking elongation and lubrication level variance

    文章從初始模量、伸長、潤滑度變化等幾個方面,分析了不同泡絲劑和不同處理工藝引起絲膠聚集改變對絲條柔軟性能的影響。
  3. The results indicated that, the fabrication process of ultra - fine grain material is mainly determined by the stress, rotate speed and the flux of cooling water. the grain refining and the hardening effect are mostly affected by the rotate speed and the flux of cooling water. compared with commercial ly12, the invalidate strength and the prolongation rate of the ultra - fine grain material are properly improved in the measurement of compression property ; and the abrupt change of the dilatability of the ultra - fine grain material at 500c is found ; also the phenomena of which the grain size of these microstructures is stable when annealed under 300c is observed

    研究表明,採用本文提出的摩擦壓扭強變形區轉移法可以得到棒的超細晶材料,軸向壓力、扭轉速度和溫度是採用該方法制備超細晶材料的主控參數;試件的旋轉轉速和冷卻速度對變形區晶粒細化和硬化效果影響顯著;超細晶ly12的壓縮性能與淬火+自然時效的ly12壓縮性能相比,強度和延伸率均有一定程度的增強;超細晶ly12的熱膨脹系數在550左右發生明顯的變化。
  4. The investigation and study showed that caused by the influencing factors of unit of tectonics, structures of floor rock stratum, conditions of landform, seismic intensities, fault, thickness of malan loess, the distribution of seismic loess landslides is very asymmetrical, which mainly show shapes of patch, belt, line, and there are different development characteristics in different regions

    現場調查顯示,受大地構造單元、基底巖層結構、地形地貌條件、地震烈度、構造和馬蘭黃土臨空厚度等因素影響,地震黃土滑坡的展布形較為復雜,在空間上分佈很不均勻,常表現為片、帶和線展布,並在不同區域有不同的發育特點。
  5. Together with the localization of seismicity on faults, this leads to the conclusion that a fraction of the crust is susceptible to rupture, while presently being quiescient

    層的局部地震活動性一起考慮,可以得出如下結論地殼的一部分,在目前處于靜止條件,它實際處於一種易受影響導致破的敏感
  6. The following conclusions are gained : ( 1 ) the located shear band prongs the ligament near the top crack tip and the structure may occur shear - mode fracture at the angle of 155 ? to crack when load is 87. 92mpa ; the mode of fracture of the flange joint structure is not possible to be void - mode ; ( 2 ) it is proved that loading and then unloading repeatedly can not increase the possibility of invalidation of the structure when the times of loading and unloading are not too more when load is operating pressure ; the structure is safe when the vessel is operating ; ( 3 ) in the fe model of the thesis, not considering the influence of water pressure test which is in the process of fabrication of vessel in fe results in larger deviation in analysi

    得出了以下結論:在8792mpa的載荷下筒體一封頭連接結構處的集中剪切帶貫穿韌帶,可能發生沿與原紋線成155 「角方向剪切型;筒體一封頭連接結構不可能發生韌窩型; ( 2 )在工作壓力下進行次數不多的反復加、卸載,結構不會破壞,也不會喪失安定性:結構在工作下是安全的; m在本文的彈塑性有限元模擬計算中,對于紋尖端進行力學分析時,不考慮壓力容器製造過程中水壓試驗的影響,將導致計算結果出現較大的偏差; ( 4 )筒體完全屈服時的載荷為92石3mpa ,封頭完全屈服時載荷為86
  7. The reason that the internal defects little occur at the center points and fissure takes an annular form during three - roll rolling was expounded based on the state of stress and strain at the center of rolled pieces

    根據軋件內部的應力應變,闡述了三輥軋制軋件中心點缺陷產生可能性較小和呈環向紋的原因。
  8. Resolutions of these paradoxes usually call for additional assumptions on the nature of the rupture process ( such as novel modes of deformations and ruptures ) prior to and / or during an earthquake, on the nature of the fault and on the effect of trapped fluids within the crust at seismogenic depths ( see ref. 4 and references therein )

    對這些似是而非說明的解決方案,往往又引進地震前和或地震過程中關于破過程性質的許多進一步的假說如變形和破的異常,關于層的性質,以及地震活動深度地殼內部被困住的流體的影響參看參考文獻。
  9. According to the geological conditions of baise project, erosive bands and joint fissures, f6 fault and grout curtain are fully simulated to establish 3d numerical model of the dam and its foundation. 3d non - linear fem is used to analyze the stress and strain and to appraise the operation state of both the dam and it ' s foundation under different operation conditions. by overloading the upstream water level and reducing rock strength parameter, the dam foundation ' s degradation process is simulated and the damage pattern and paths are determined, and finally the safety factor is determined

    2 、根據百色的地形地質條件,充分模擬了蝕變帶、節理隙、 f6層、灌漿帷幕等,較為真實地建立了壩體與地基相互作用的整體三維數值模型;採用有限元法對壩體及壩基在不同工況下的應力應變開展分析,評價各工況下壩基的運行;而後採用超載法和綜合法對大壩穩定性進行分析,模擬壩基的漸進性破壞過程,從而得到壩基在超載和強度下降過程中的破壞模式和破壞發展路徑,最終確定壩基超載安全系數和綜合安全系數。
  10. The problem of ductile fracture of metals under complex stress has been investigated extensively, but has not been resolved as yet

    金屬材料在復雜應力下的韌性力學研究的重要問題之一。
  11. Many equipments experience elevated temperature in the power generation, petroleum and chemical industry. high temperature fatigue failures often take place in these equipments and structures

    在火電、核電、石油化工等多個行業中,許多構件是處于高溫,且承受波動載荷的作用,構件經常發生疲勞破壞。
  12. At room temperature, the fracture for r specimen is the characteristic of fatigue stripe, while tire - like pattern appears on the fracture of the t specimen, and the hydrided sample is characterized by skeleton - like pattern and quasi - cleavage fracture at room temperature. however, the fracture characterized by second - crack at 400

    常溫下, r向試樣的低應變幅疲勞口上較為明顯的特徵是疲勞條紋的存在; t向試樣的疲勞紋擴展區口上則為輪胎痕花樣;滲氫試樣室溫下疲勞口的主要特徵為脊骨花樣和準解理特徵。
  13. The behavior and performance of the cracked flange plates suggest that good levels of fracture toughness exist in the a 517 steel.

    的翼緣板的性能及使用說明A517鋼的韌性良好。
  14. The behavior and performance of the cracked flange plates suggest that good levels of fracture toughness exist in the a 517 steel

    的翼緣板的性能及使用說明a 517鋼的韌性良好。
  15. Through the strong pulling tests of four kinds of synthetic fiber filter cloth, the mechanical performance index of the filter cloth in dry and wet conditions were measured, the influence of various pulling speeds on the fracture strength and the fracture tensile rate of the filter cloth was derived. it was concluded that the stress of the filter cloth could relax when it was beyond the yield point

    通過4種合成纖維濾布的強力拉伸試驗,測得了濾布在干、濕兩種下的力學性能指標,得出了不同拉伸速度對濾布強度和伸長率的影響,同時指出當濾布的應力超過屈服點時,會出現應力松馳現象。
  16. Because of the uncertainty of the geological factor, the complexity of high slope project and the particularity of anchor cable project, after the slope is excavated, according to slope ' s stratum rock, weather degree, broken degree, split surface, slope body structure and moisture state, etc, check, analyse and judge reality synthetically, protect and strengthen and design dynamically the high slope, guarantee the stability of slope body and security structure

    摘要由於地質因素的不確定性,高邊坡工程復雜性和錨固工程的特殊性,待邊坡開挖揭示后,根據邊坡的實際地層巖性,風化程度、破碎程度、構造面、坡體結構和含水等因素,綜合校核和分析判是否實際,對高邊坡防護加固進行動設計,確保坡體穩定結構安全。
  17. Good surgical outcomes can be abtained via different types of operations according to different situations of zonular fiber

    根據懸韌帶鬆弛、的程度和玻璃體選擇不同的手術方式,可以獲得良好療效。
  18. This paper focuses on a discussion of following issues through a combined of theoretical analysis and numerical calculation, and of theory - oriented, engineering analogy, experience and quantitative test. the stability analysis of slopes of deep foundation pit ; checking caculation of tensile breaking limiting condition of soil - nailing, grouting nail sheath anchored limit condition, rising of bottom of foundation pit and piping. measures are proposed for applying this method to slit stratification in disadvantage geologic

    本文介紹了土釘支護技術的發展及作用機理,並結合工程實例,採用以理論為基礎,重點研究探討了土釘支護在深基坑邊坡穩定分析、土釘抗拉極限驗算、整體穩定性驗算、注漿釘包裹體錨固極限驗算、基坑底隆起驗算、抗管涌驗算等方面設計計算方法,並提出了在其它不利地質環境中採用土釘支護應採取相應的措施。
  19. In this paper, based on simulation modeling laws of geometry, constitutive relations, stress conditions and construction, a simulative calculation model has been proposed by considering the mechanical problems during the underground tunnel ' s construction and adopting constitutive models of enveloping type which can consider elasto - plastic materials and their cracking. the model can describe rock multi - media characteristic consider the interrelation of shoring structure and stratum reflect some influencing factors, for example : faultage interlayer joints, construction process and so on

    本文結合地下隧洞工程施工過程中的力學問題,基於幾何、本構、應力和施工過程等四方面模擬建模的原則,採用可以考慮材料彈塑性和開的包絡型本構模型,建立能描述巖體多介質的特點和能考慮隧洞支護結構與地層的相互作用,同時能反映層、夾層、節理隙以及施工全過程等影響的巖體結構模擬計算模型。
  20. In this paper, based on simulation modeling laws of geometry, constitutive relations, stress conditions and construction, a simulative calculation model has been proposed by considering the mechanical problems during the underground chamber construction and adopting constitutive models of enveloping type which can consider elasto - plastic materials and their cracking. the model can describe rock multi - media characteristic consider the interrelation of shoring structure and stratum reflect some influencing factors, for example : faultage interlayer joints, construction process and so on

    本文結合地下洞室工程施工過程中的力學問題,基於幾何、本構、應力和施工過程等四方面模擬建模的原則,採用可以考慮材料彈塑性和開的包絡型本構模型,建立能描述巖體多介質的特點和能考慮隧洞支護結構與地層的相互作用,同時能反映層、夾層、節理隙以及施工全過程等影響的巖體結構模擬計算模型。
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