- finite element analysis
- finite-element analysis
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有限單元分析的英文
例句與用法
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- This differ with computation modal that design the foundation pier very big , bearing power too than design increment ; usage mechanics numerical analysis device with limited a logarithm of timw fitting method logt , noted the rock strength in stake tip of the borehole cast - in - place concrete pile to proceed with the structure steadiness the simulation compute to study with the fixed amount , designing for the engineering to start construction to provide for science with the spot
本研究結(jié)合現(xiàn)場(chǎng)試驗(yàn)、力學(xué)數(shù)值分析和有限單元分析，對(duì)巖溶地段鉆孔灌注樁的施工工藝、荷載傳遞機(jī)理、持力層頂板厚度及嵌巖深度等方面作一些探討性研究，為該工程的設(shè)計(jì)和施工積累經(jīng)驗(yàn)，并為該類課題的進(jìn)一步研究奠定了基礎(chǔ)。 - Abstract : finite element method of tire temperaturefield is introduced in th is paper . temperature distribution curves of tire 9 . 00r20 underspecific conditio n are given . the results will provide theoretical basis for developingnew tire a nd optimizing tire structures
文摘:介紹了輪胎溫度場(chǎng)的有限單元分析方法，分析了9 . 00r20子午線結(jié)構(gòu)輪胎在特定條件下的溫度場(chǎng)分布情況，給出了溫度場(chǎng)分布云圖和溫度分布曲線，目的是為輪胎的研制開(kāi)發(fā)提供可靠的理論依據(jù)，以便優(yōu)化輪胎結(jié)構(gòu) - The main research works and conclusions of this thesis are listed as follows . the dynamic analysis model of elastic mechanism system with damping alloy parts is deduced based on the relationship between stress and strain of the material , also the analysis model under viscous damping model , complex damping model , nonlinear damping model and viscous - elastic damping model is put forward using the finite element method
本文的主要研究工作及結(jié)論如下：從材料應(yīng)力應(yīng)變本構(gòu)關(guān)系出發(fā)，導(dǎo)出了滯變阻尼模型、復(fù)阻尼模型、非線性阻尼模型、粘彈性阻尼模型下的有限單元分析模型，進(jìn)而給出了含阻尼合金構(gòu)件彈性連桿機(jī)構(gòu)系統(tǒng)動(dòng)力學(xué)模型。 - Which often produces some unexpected problems , such as prolonging time limit of project , increasing engineering quantities and cost , etc . through test on the site , dynamic value analysis , finite element unit method , the paper researchs construction technology of in - situ pile , transfer theory , thickness of supporting layer of head slab and depth of pile in karst area , provides some important conclusions , directs effectively the design and construction of this kind of projects
但因溶洞的分布規(guī)律性差，現(xiàn)有勘探手段難于事先查明它的準(zhǔn)確位置及大小，因而常常給施工帶來(lái)意想不到的問(wèn)題：工期延長(zhǎng)、工程量增加及工程費(fèi)用增加等。本文通過(guò)現(xiàn)場(chǎng)試驗(yàn)、理論計(jì)算和有限單元分析，對(duì)巖溶地區(qū)鉆孔灌注樁的施工工藝、荷載傳遞機(jī)理、持力層頂板厚度及嵌巖深度等方面進(jìn)行了較為系統(tǒng)的研究，得出了一些重要結(jié)論，有效地指導(dǎo)了該類工程的設(shè)計(jì)和施工。