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plastic theory中文是什么意思

  • 塑性理論

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  • 例句與用法
  • Study on pillar ' s plastic zone based on elasto - visco - plastic theory
    煤柱塑性區(qū)的彈粘塑性理論分析
  • Rigid plastic theory
    剛塑性理論
  • In this paper , the traditional elastic and plastic theories are described , and then the r . c
    本文應(yīng)用彈塑性理論,研究分析鋼筋混凝土雙向板。
  • Finite element method of upper bound theorem based on the generalized plastic theory and its application
    基于廣義塑性理論上界法的有限元法及其應(yīng)用
  • According to the deformation of elastic - plastic theory , the finite element analysis model of metal diaphragm for tank of propulsion system in satellite was established in this paper
    本文建立了衛(wèi)星推進(jìn)系統(tǒng)貯箱金屬膜片變形的有限元分析模型。用彈塑性有限變形有限元法,模擬了貯箱金屬膜片的翻轉(zhuǎn)變形過程。
  • Finally , a non - linear finite element method on the basis of the classical plastic theory was introduced to analyze the distribution of residual stress field in the filament winding layers and metal liner after the autofrettage process
    采用經(jīng)典塑性理論為基礎(chǔ)的非線性有限元方法,預(yù)測了預(yù)超壓工藝后容器復(fù)合材料纏繞層和金屬內(nèi)襯內(nèi)殘余應(yīng)力場的分布。
  • More than thirty years has past and numbers of models have been put forward since prof . k . h . roscoe and his fellows of canbrudge ybuversutt established the first elastoplastic model of soils which is based on classical plastic theory in 1963
    自1963年劍橋大學(xué)羅斯科等人把傳統(tǒng)的金屬塑性理論用來建立土的彈塑性本構(gòu)模型以來,已歷經(jīng)三十多年,提出了眾多的模型。
  • 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(jié)果表明,樓板位于鋼梁下翼緣形式的組合梁和樓板位于鋼梁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,樓板位于鋼梁下翼緣的組合梁塑性極限彎矩提高8 . 8 。
  • In the finite element method analysis , the constitutional relationships of steel and three - dimension compressed concrete were conducted by using increment plastic theory . in the paper a serious of joint models were analyzed by using the program ansys and the mathematical formulas for determination of load - carrying capacity of shearing and bending in the joint region were also given . at last the influence of many parameters to the load - carrying capacity in the joint region was analyzed and some suggestions were given for the design in the practical projects
    在有限元分析中,用增量塑性理論推導(dǎo)出鋼材以及三維受壓混凝土的本構(gòu)關(guān)系,重點是三維受壓混凝土的本構(gòu)關(guān)系,建立了模型的單元剛度矩陣,給出了程序中非線性方程的求解方法,并用ansys軟件計算了一系列節(jié)點模型,得出了節(jié)點域的抗剪、抗彎承載力及各參數(shù)對節(jié)點域承載力的影響情況,并用試驗結(jié)果和計算公式驗證了有限元計算結(jié)果。
  • Point to the limitation of existing method , the neural computation method of finite element of elasticity - plastic mechanics was studied on the base of variational principle of the second order minimal potential energy in plastic theory . the neural network solving method of elasticity - plastic mechanics based on variational principle of the second order minimal potential energy was presented , and the neural network computation model of finite element of plastic mechanics was given
    針對已有方法的局限性,以塑性理論中的二階段最小勢能變分原理為基礎(chǔ),對彈塑性力學(xué)問題的神經(jīng)網(wǎng)絡(luò)有限元計算方法進(jìn)行了研究,提出了基于二階段最小勢能變分原理的彈塑性力學(xué)問題的神經(jīng)網(wǎng)絡(luò)求解方法,建立了塑性力學(xué)問題的有限元神經(jīng)網(wǎng)絡(luò)計算模型。
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