裂縫張開度 的英文怎麼說

中文拼音 [lièféngzhāngkāi]
裂縫張開度 英文
fracture opening
  • : 裂動詞[方言] (東西的兩部分向兩旁分開) open
  • : 縫名詞1. (接合處) seam 2. (縫隙) crack; crevice; fissure; slit
  • : Ⅰ動詞1 [書面語] (給弓或樂器上弦) fix (a bowstring); string (a musical instrument) 2 (分開;...
  • : 度動詞[書面語] (推測; 估計) surmise; estimate
  • 裂縫 : 1. (裂開的縫兒) rent; rip; hiatus; tear; rift; crevice; crack; fissure 2. [地質學] fracture; rupture
  1. Specifically, according to the w - w five parameters failure theory, the fracture criterion of crack is established, and the state of crack ( open or close ) is judged by the values of the crack strain. combining the two points, the predict - model about the failure of concrete material is established. this predict - model can predict 16 failure forms, and basing the different failure form predicted after crack, the stress - strain relationship matrix of concrete material is adjusted

    具體來講,根據w - w的五參數混凝土破壞理論,建立混凝土的準則,根據應變值來判斷還是閉合,從而在兩者基礎上建立了預測模式,總共有16種模式;后根據具體的模式及殘余抗剪能力來調整混凝土的本構關系矩陣,即用等效剛代替原有剛,考慮到垂直於方向的剛為零,這樣會使后的總剛出現病態,為此文中通過引用鬆弛系數來對出現的單元進行預處理,一方面可解決因過大的舍入誤差導致計算結果的不可信問題,另一方面就是可加速收斂。
  2. Two statuses of the cracks are assumed under dynamic loading : completely open and completely closed during structural vibration. the structural cracked zone can be simulated by nonlinear element whose stiffness is relative small when the cracks are open and equals to structural virgin stiffness before cracking when the cracks are closed during structural oscillation

    結構的區域可以用非線性單元來模擬,這樣的非線性單元具有這樣的特點:當結構的處于狀態下,其剛比較小,當結構的處于閉合狀態下,部分結構的剛等於結構前的剛
  3. The opening stress and the life of crack growth is calculated and compared with the test results and the experience formula. the feasibility of the newman theory of opening stress used in the high strength steel is validated. then through the slice synthesis method, the three dimension surface crack of the weld joint of cone - cylinder is decomposed into many plane through cracks

    本文將基於紋閉合現象建立的帶狀屈服模型,用在平面貫穿紋中,計算此時的應力和疲勞紋擴展壽命,與試驗結果和經驗公式比較,驗證newman應力理論在高強鋼中的可行性;然後,用切片合成法,把潛艇結構凸錐柱結合殼焊處的三維表面紋分解成平面貫穿紋,用帶狀屈服模型的理論來分析平面貫穿紋,得到紋沿深方向的擴展速率,進而得到潛艇結構的疲勞壽命。
  4. By combining the conventional log data with the data on imaging logging, core, drilling - log and production test, etc., and on the basis of carrying out various additional conduction corrections for resistivites, the fracture opening may be calculated by use of the difference between the resistivities of dual laterallog ; the fracture porosity can be estimated according to a simplified dual laterolog interpretation formula ; and the fracture permeability may be acquired in light of the experimental relation between the fracture widths and the fracture permeabilities

    將常規測井資料與成像測井、巖心、錄井、試油等資料相結合,在對電阻率進行各種附加導電校正的基礎上,利用雙側向電阻的差異計算裂縫張開度,根據簡化的雙側向解釋公式計算孔隙,根據滲透率實驗關系求解滲透率。
  5. ( 3 ) we can detection the azimuth of crack growth by abnormal amplitude or the discrepancy of wave - speed. ( 4 ) we can guess whether crack contains fluids by the change of p - wave speed. second, using pore model, under press and temperature, we have studied the influences of pore density on the characteristic parameters of seismic wave

    第一、利用人工模型,研究了、方位和的變化對地震波屬性參數的影響,根據實驗結果,總結出:可利用橫波分的不同程來檢測的高低;可利用縱橫波的振幅、主頻、衰減(或品質因子q )和主振幅的變化來檢測裂縫張開度的變化;可利用速的差異和振幅異常來檢測發育的方向;可利用縱波速的變化來推測中是否含流體。
  6. Along with increase of pressure, the parameters such as velocity, amplitude, main frequency and quality factor of seismic wave change big gradually, while change very weakly with the change of temperature. through testing research for artificial crack and pore model, we conclude that crack density, azimuth, opening and the change of pore have obvious influences on speed, amplitude, attenuation ( or quality factor ) and main frequency of seismic wave etc. but, seismic wave dynamic characteristics are more evident than its kinematical characteristics for the change of crack and pore parameters. therefore, it offers reliable experiment foundation for detecting crack and pore by seismic wave kinematical characteristics ( such as amplitude, attenuation and main frequency etc. )

    通過對人工和孔洞模型的超聲波實驗研究,可以認為:、方位、和孔洞密的變化對縱橫波的速、振幅、衰減(或品質因子q )和主頻率等參數均有明顯的影響,但隙參數的變化對地震波動力學特徵參數(振幅、衰減、主頻率等)的影響遠遠大於對運動學特徵參數(速等)的影響,這為利用地震波的振幅、衰減和主頻率等屬性參數進行和孔洞特徵的檢測提供了可靠的實驗基礎。
  7. Xianghongdian concrete gravity - arch dam was analyzed using numerical simulation in this paper. in different place of dam crack with different stripe and various depth was simulated and corresponding vibration frequency and shape were given. the frequency of damaged dam polluted by noise was also discussed and the results were presented using statistical neural network to identify

    本文對響洪甸重力拱壩進行數值模擬分析,在大壩的不同位置模擬了條數不等的、不同的各種,並給出了相應的振動頻率和振型,考慮了測試噪聲的影響,並用統計神經網路進行了識別。
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