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href="http://www.oriental01.com/usr/login.html" title="我要投稿">我要投稿</a></span> </div> <script type="text/javascript">s("content_top");</script> <div id="kz5jjfn0" class="content"> <div id="kz5jjfn0" class="excellent_articles_box"> <ul> <li id="kz5jjfn0" class="excellent_articles_title">相關(guān)推薦</li> </ul> </div> <p>薄壁桿件穩(wěn)定分析的三維退化梁?jiǎn)卧?/p><p>根據(jù)梁的基本假定,修改了空間20結(jié)點(diǎn)等參數(shù)單元的彈性矩陣,構(gòu)造出了20結(jié)點(diǎn)三維退化梁?jiǎn)卧?用分區(qū)積分的方法,將三維退化梁?jiǎn)卧獞?yīng)用于軸向壓力和橫向荷載作用下薄壁桿件的屈曲分析.由于該單元放棄了薄壁桿件橫截面中線(xiàn)的剪應(yīng)變?yōu)榱慊蚣袅α鳛槌?shù)的假定,故計(jì)算考慮了剪力滯后現(xiàn)象.數(shù)值算例的結(jié)果表明,三維退化梁?jiǎn)卧諗靠�、靈活,具有較好的精度.</p> 作者：干湧徐興作者單位：浙江大學(xué),土木工程學(xué)系,浙江,杭州,310027 刊名：浙江大學(xué)學(xué)報(bào)(工學(xué)版) ISTIC EI PKU 英文刊名： JOURNAL OF ZHEJIANG UNIVERSITY(ENGINEERING SCIENCE) 年，卷(期)： 2003 37(3) 分類(lèi)號(hào)： O343 關(guān)鍵詞：薄壁桿件穩(wěn)定分析三維退化梁?jiǎn)卧? <script>s("content_relate");</script><p>【薄壁桿件穩(wěn)定分析的三維退化梁?jiǎn)卧ā肯嚓P(guān)文章：</p><p><a target="_blank" 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