plastic limit 中文意思是什麼

plastic limit 解釋
范性極限
  • plastic : adj 1 造型的;塑造的;給與形態的。2 可塑的,塑性的,受范的;柔軟的;〈比喻〉溫順的,肯聽話的。3 ...
  • limit : n. 1. 界限,界線;邊界。2. 極限,限度;限制。3. 〈pl. 〉范圍,范域。4. 限價;限額;賭注限額;獵物限額。vt. 1. 限制,限定。2. 減少。adj. -able
  1. ( 2 ) study the 4 plastic limit equilibrium methods, such as fellenius method, bishop method, transfer coefficient method and plane linear method, and their program design

    ( 2 )常用的4種極限平衡法:瑞典法,簡化畢肖普法,傳遞系數法和平面直線法研究並進行程序設計。
  2. It is concluded that the filled soil is silt soil with high liquid limit and plastic limit, which has the low swelling property in natural state

    結果認為,此路基填土為高液限和塑限的淤泥質軟土,天然狀態下具有弱膨脹性。
  3. Plastic theory suggests, the composite beam for the floorslab is suited lower flange, it s plastic limit moment cuts down by 52. 4 % than the composite beam for the floorslab is suited on the top flange. it s plastic limit moment lifts 8. 8 % than the steel beam, which is on the same condition

    塑性理論分析的結果表明,樓板位於鋼梁下翼緣形式的組合梁和樓板位於鋼樑上翼緣形式的組合梁截面相比較,其塑性極限彎矩降低52 . 4 ,和同等條件下純鋼梁截面相比較,樓板位於鋼梁下翼緣的組合梁塑性極限彎矩提高8 . 8 。
  4. ( 5 ) the analysis factor that influence the compaction craft of the xigeda filler ; the results show that the optimum moisture content of xigeda filler is about 0. 4 times of liquid limit and 0. 69 times of plastic limit, the lower compaction equipment is better than the big equipment

    研究表明:昔格達填料的最佳含水量與塑液限有關,昔格達填料的最佳含水量約為液限的0 . 4倍,約為塑限的0 . 69倍。
  5. Plastic limit analysis of heterogeneous soil slope using finite elements

    非均質土坡的有限元塑性極限分析
  6. Matlab in finite element plastic limit analysis lower limit law application

    在有限元塑性極限分析下限法中的應用
  7. Liquid - plastic limit combined method

    室內土工試驗液塑限聯合測定法
  8. Nonlinear constitutive relations are discussed for analyzing the stress distribution, the appearance and development of the cracks, as well as the behavior of the boundary conditions of the two way slabs respectively. in the light of the experimental research on r. c. two way slabs under static loading, the behavior of yield line, the load deformation curves and the crack yield, plastic limit loads of slabs with different supporting conditions are studied

    根據反映雙向板混凝土材料非勻質性的本構關系,分析了雙向板在荷載作用下的變形、屈服、裂縫和破壞的形態特性,並對鋼筋混凝土雙向板在不同支承條件下的塑性極限荷載、正常使用撓度(曲線)和截面設計作了進一步研究。
  9. Test method for liquid limit and plastic limit of soils

    土壤液性極限與塑性極限的試驗方法
  10. Third, a theoretic approach based on total theory of plasticity is for the first time applied to analyze elastoplastic torsion rigidity of the tubular, and the results are well proved by the test data. also for the first time, the plastic stability of the spiral skew stiffening shell is studied. it is shown in the experiments that there is the comparability between the stability of the members at plastic limit and that of the thin - shelled steel tubular with the spiral skew stiffening concrete rib

    本文首次分析了扭轉作用下的螺旋斜向加勁殼的塑性穩定性問題,還根據試驗觀象的觀察,對構件在塑性極限時的狀態,簡化為內壁襯朽螺協剎向加勁混凝土肋的薄壁鋼管的塑性穩定問題,利用塑性殼體穩定理論進行了探討。
  11. Soil : inverstigation and testing. determination of atterberg ' s limits. liquid limit test using cassagrande apparatus. plastic limit test on rolled thread

    土壤:研究和試驗. atterberg極限的測定.卡薩格蘭德儀器液體極限試驗.軋制螺紋塑性極限試驗
  12. Plastic limit load

    塑性極限載荷
  13. The indoors tests of compaction, liquid and plastic limit, strength, permeability and compres - sion are done, including cement - improved - soil, lime - improved - soil, lime - fly ash - improved soil. the correctness and rationality of mixing proportion is proved according to the site of qin - shen quick - speed railway. and the construction technics of each improved soil are summarized

    最後結合秦沈客運專線的施工,驗證了各摻入料配合比的正確性、合理性,歸納總結了各改良土的施工工藝、關鍵工序、質量保證措施,為今後高速鐵路路基填料的改良積累了一些資料。
  14. The optimal course is automatically implemented with matlab. the cusp catastrophe model is established by means of the upper bound theorem of plastic limit theory. the characteristic formula of the failure of slope is also deduced

    根據分析邊坡穩定性的塑性極限方法的上限理論建立了邊坡失穩尖點突變模型,並得出邊坡突發式滑坡的特徵關系式,用突變理論對非飽和土邊坡穩定進行了初步研究。
  15. Standard test methods for liquid limit, plastic limit, and plasticity index of soils

    土壤液體極限塑性極限和塑性指數的標準試驗方法
  16. Plastic limit test

    室內土工試驗塑限試驗
  17. . 1 : soil, investigation and testing - consistency limits - part 1 : determination of liquid limit and plastic limit

    建築地基.勘探和試驗.狀態極限
  18. Plastic limit torque

    塑性極限扭矩
  19. Plastic limit bending moment

    塑性極限彎矩
  20. Based on the traditional plastic limit analysis, an improved rigid - nonlinear hardening approximate model is established

    摘要應用傳統的極限分析理論,提出一種改進的剛性非線性強化近似模型。
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