本文選題：半柔性道面　切入點(diǎn)：ANSYS　出處：《公路工程》2017年01期

【摘要】：理想狀態(tài)下,對(duì)機(jī)場(chǎng)半柔性道面設(shè)計(jì)時(shí),分析模型采用道面結(jié)構(gòu)的實(shí)際幾何尺寸,這樣可最大程度模擬道面的真實(shí)情況,以獲取精確的計(jì)算結(jié)果,但在計(jì)算機(jī)資源有限的條件下,這樣反而會(huì)導(dǎo)致相反的結(jié)果,因此需確定出合理的計(jì)算尺寸。在此基于A380飛機(jī),運(yùn)用ANSYS,擬建15 m×15 m為平面尺寸的道面模型,在4輪、6輪、10輪-a、10輪-b、12輪、16輪布載下進(jìn)行結(jié)構(gòu)的力學(xué)響應(yīng)分析。結(jié)果表明,在滿足運(yùn)算速度和結(jié)果精度的條件下,確定道面結(jié)構(gòu)模型的計(jì)算尺寸為15 m×15 m是合理的。
[Abstract]:In the ideal state , when the semi - flexible pavement of the airport is designed , the analytical model adopts the actual geometric dimension of the pavement structure , so that the real situation of the road surface can be simulated to the maximum extent , so that a reasonable calculation size can be obtained . According to the A380 aircraft , the structural mechanical response analysis is carried out under the condition of limited computer resources , and the calculation size of the pavement structure model is determined to be 15 m * 15 m under the condition that the operation speed and the result precision are met .

【作者單位】： 空軍工程大學(xué)航空航天工程學(xué)院;
【分類(lèi)號(hào)】：U416.2;V351.11
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本文編號(hào)：1670323