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elastic stage in Chinese

Pronunciation:
How to pronounce "elastic stage""elastic stage" in a sentence

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  • 彈性階段
  • 彈性狀態(tài)

Examples

  • The results from formulas in the paper can agree better with the fem and test results in the elastic stage of composite beams
    用本文提出的各計算公式算得的結(jié)果與試驗和有限元分析結(jié)果吻合良好。
  • Based on shear stress - strain relation of soft soil , an approximate solution to the coefficient of subgrade reaction in elastic stage is proposed
    在對軟土流變研究的基礎(chǔ)上,采用抗剪強度折減的方法在基坑工程中考慮流變的影響。
  • 3 ) according to test study and theoretical analysis , the paper suggested different mechanical models for different stages . ( 1 ) elastic stage
    3 )在試驗研究及理論分析的基礎(chǔ)上,提出了墻體在不同階段所采取的力學(xué)模型以描述剪切型破壞墻體的全過程受力特點。
  • Thus the numerical analysis testifies that the service stages of the pre - stressed and hollow concrete slabs with mid - strength spiral - ribs steel wires can also be separated to the elastic stage , cracking stage and failure stage
    數(shù)值分析程序驗證了中強螺旋肋鋼絲預(yù)應(yīng)力混凝土空心板的工作階段也可分為彈性工作階段、帶裂縫工作階段和破壞階段。
  • Solid65 element in ansys software was used to analyze and simulate these beams , a comparative agreement between theory and experiment on elastic stage was found . but more researches need further to make on plastic stage
    此外,用ansys有限元軟件的solid65單元進行數(shù)值仿真,計算結(jié)果同試驗結(jié)果進行比較,發(fā)現(xiàn)彈性階段兩者吻合得比較好,但在塑性階段還有待于進一步開展研究。
  • Stress decreases rock seepage character in elastic stage , while erosion damage increases it . under some conditions , the influence of stress to seepage may be shielded by erosion damage . obtaining the distribution of seepage field , tunnel external water pressure can be calculated in two ways : 1
    高應(yīng)力使裂隙閉合,一般是降低巖體的滲透性,而水化水力損傷則增加巖體滲透性,在腐蝕損傷發(fā)育到一定階段,應(yīng)力對滲透性的這種影響則可能會被屏蔽。
  • On the basis of theory analysis , we have set up the ideal mode of high toughness and strength lightweight aggregate concrete , which sets an important basis for the designation , preparation and produce of hslc , and we also set up the brittleness destruction model of high - strength lightweight aggregate according to many experimental data . the course of hslc ' s destruction includes four stages : elastic stage of line , strengthening stage , stage of falling of stress and soften stage
    通過實驗分析了高強輕集料混凝土脆性的影響因素:水膠比、砂率、膠凝材料組成和輕集料種類,以及它們與高強輕集料混凝土脆性之間的關(guān)系;在實驗和理論分析的基礎(chǔ)上,建立了高強輕集料混凝土的理想模型,為設(shè)計、制備和生產(chǎn)高強高韌性輕集料混凝土提供了理論依據(jù)。
  • According to the bearing capacity , rigidity , failure mode and deformation capcacity , the paper put forward four - line restoring force style of multi - ribbed slab . through multiple experment date compare , the paper concluded the reduction factor of rigidity of other stage to elastic stage
    根據(jù)密肋復(fù)合墻板的承載力、剛度以及破壞模式與變形性能,提出了密肋復(fù)合墻板的四線型恢復(fù)力模型,在此基礎(chǔ)上根據(jù)多次試驗數(shù)據(jù)擬和進而得出其它各階段的剛度相對于彈性剛度折減系數(shù)。
  • Erosion damage decreases rock load area , after defining damage variable , the damage stress in rock can be calculated by the method bring forward by lemaitre conveniently . for surrounding rock of a deep buried tunnel under the condition of drained , its seepage character is not only controlled by the high stress in rock , but also influenced by the development of erosion damage . in the whole course of rock " s deformation and failure , its seepage character decreases with the increment of stress in elastic stage , while " increases with the development of failure
    巖樣中全應(yīng)力?應(yīng)變?nèi)S滲透試驗過程中的典型表現(xiàn)為隨著應(yīng)力的增加,巖體內(nèi)的空隙和裂紋受載閉合,滲透性降低,應(yīng)力達到一定閾西南交通大學(xué)鷹士研究生學(xué)位論文第11頁值后,巖體內(nèi)部裂紋發(fā)生擴展和歸并,滲透性增強;同樣,地下水的動、靜壓力作用對裂紋的擴展和歸并也起著促進作用。
  • 8 ) the paper , according to test simulation and theoretical computation , suggested a retrogressive qua - linear restoring force model , proposed possible failure modes under earthquakes and the reasonable failure mode , probed aseismic design method , and advised detail requirements . the originality of the thesis lies in : 1 ) to establish different mechanical models for different stages . during elastic stage , the wall was equaled to an elastic composite slab
    8 )根據(jù)試驗擬合和理論計算,給出了墻體的退化四線型恢復(fù)力模型;提出了密肋復(fù)合墻體在地震作用下可能發(fā)生的破壞模式和合理的破壞模式;結(jié)合抗震控制設(shè)計思想,探討了密肋復(fù)合墻體的抗震設(shè)計方法,并提出了保證結(jié)構(gòu)計算模型簡化及增強結(jié)構(gòu)整體性能的施工構(gòu)造要求。
  • More examples:  1  2

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