板上肋梁與板下肋梁式筏基力學(xué)性能的有限元分析
劉云飛 劉國(guó)清 晏石林 王新武
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劉云飛 劉國(guó)清 (中國(guó)輕工業(yè)武漢設(shè)計(jì)院 武漢 430060)晏石林 王新武 (武漢理工大學(xué)馬房山校區(qū)西院 430070)
[提要] 結(jié)合一實(shí)例,應(yīng)用有限元法分別對(duì)板上和板下肋梁式筏基進(jìn)行計(jì)算分析。計(jì)算結(jié)果表明二者的力學(xué)性能是不同的。對(duì)基礎(chǔ)計(jì)算程序TBSA-F計(jì)算手冊(cè)的觀點(diǎn)提出了不同看法,并對(duì)肋梁式筏基計(jì)算與設(shè)計(jì)提出了一些建議,供設(shè)計(jì)參考。
[關(guān)鍵詞] 肋梁式筏基 有限元法 力學(xué)分析 剛度Through an example, two types of beam-plate raft foundation-beam-up-plate-down and beam-down-plate-up are computed and discussed with finite element method. The results show that the relationship between beam and plate has effect on mechanics performance of the raft foundation. Some viewpoints different from TBSA-F User's Manual and suggestions for beam-plate raft foundation design are presented.
Keywords: beam-plate raft foundation; mechanics analysis; stiffness
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