F . the experiment for crunodal model are done , and its results are compared with the ones of the finite model 進(jìn)行結(jié)點(diǎn)模型試驗(yàn),并與有限元的結(jié)果進(jìn)行比較。
Based on system research of bellows " mechanic performance , this paper puts forward a finite model of metallic hose 本文在對(duì)波紋管的力學(xué)性能系統(tǒng)研究的基礎(chǔ)上,提出了金屬軟管計(jì)算非線性有限元模型。
The traditional finite models of reinforced concrete are introduced in this paper , and the three dimensions nonlinear finite element composite model of reinforcement concrete is put forward 摘要本文簡(jiǎn)要介紹了鋼筋混凝土有限元傳統(tǒng)模型,提出了三維鋼筋混凝土結(jié)構(gòu)非線性有限元分析復(fù)合式模型。
The improved finite model , calibrated by comparing the test data and the results of numerical calculation , can deal with the factors such as welding , contact and pretension 利用現(xiàn)有的有限元分析軟件ansys對(duì)兩個(gè)與實(shí)際試驗(yàn)試件具有相同尺寸的模型進(jìn)行了計(jì)算,校正了有限元模型分析所應(yīng)用的參數(shù)。
In the ansys software environment , two three - dimensional finite models are constructed , based the experiments of four steel beam - steel reinforced concrete column joints under low reversed cyclic loading by beijing polytechnic university ( 2000 ) 本文在鋼梁?鋼骨混凝土柱節(jié)點(diǎn)抗震性能試驗(yàn)研究的基礎(chǔ)上,應(yīng)用大型有限元軟件ansys對(duì)其中兩個(gè)不同類型的節(jié)點(diǎn)試件進(jìn)行了非線性有限元分析。