山西建筑
山西建築
산서건축
SHANXI ARCHITECTURE
2012年
16期
197-198
,共2页
斜拉桥%钢箱梁%横隔板%有限元分析
斜拉橋%鋼箱樑%橫隔闆%有限元分析
사랍교%강상량%횡격판%유한원분석
cable-stayed bridge%steel box girder%diaphragm plate%finite element analysis
针对横隔板在轮载作用下的受力特性进行了研究,选取一个节间的钢箱梁节段建立空间模型进行有限元分析,结果表明在设计荷载作用下,横隔板除开孔处会出现应力集中外,其他应力水平均满足规范要求,在钢箱梁设计中应合理开孔并控制开孔尺寸。
針對橫隔闆在輪載作用下的受力特性進行瞭研究,選取一箇節間的鋼箱樑節段建立空間模型進行有限元分析,結果錶明在設計荷載作用下,橫隔闆除開孔處會齣現應力集中外,其他應力水平均滿足規範要求,在鋼箱樑設計中應閤理開孔併控製開孔呎吋。
침대횡격판재륜재작용하적수력특성진행료연구,선취일개절간적강상량절단건립공간모형진행유한원분석,결과표명재설계하재작용하,횡격판제개공처회출현응력집중외,기타응력수평균만족규범요구,재강상량설계중응합리개공병공제개공척촌。
The study researches the stress features of the diaphragm plate under the wheel load,undertakes the finite element analysis by selecting one internode steel box girder part to establish the space model,proves by the result that other stresses of the diaphragm plate can meet the demands of the regulation under the design load,except the stress concentration at the hole inner part,and indicates the holing should be reasonable and the hole sizes also should be controlled in the design of the steel box girder.