广东公路交通
廣東公路交通
엄동공로교통
GUANGDONG HIGHWAY COMMUNICATIONS
2011年
2期
25-28
,共4页
斜腹板宽箱梁%实体单元%仿真分析
斜腹闆寬箱樑%實體單元%倣真分析
사복판관상량%실체단원%방진분석
Wider Girder with Inclined Slab%Solid Elements%Simulation Analysis
应用土木专用非线性及细部分析软件Midas FEA建立一联3×35m斜腹板宽箱梁桥的实体有限元分析模型,并根据实际施工顺序及成桥状态对全桥进行各施工阶段和成桥状态的仿真分析,为此类桥梁的设计和施工积累经验。
應用土木專用非線性及細部分析軟件Midas FEA建立一聯3×35m斜腹闆寬箱樑橋的實體有限元分析模型,併根據實際施工順序及成橋狀態對全橋進行各施工階段和成橋狀態的倣真分析,為此類橋樑的設計和施工積纍經驗。
응용토목전용비선성급세부분석연건Midas FEA건립일련3×35m사복판관상량교적실체유한원분석모형,병근거실제시공순서급성교상태대전교진행각시공계단화성교상태적방진분석,위차류교량적설계화시공적루경험。
Using Midas FEA-Nonlinear Detail Finite Element Analysis System for Civil Structures,a 3-D solid element finite model of 3×35m wider girder with inclined slab is built.the bridge was analyzed,based on factual construction method and finished dead state,the result is analyzed and summarized,therefore accumulated some experience of wider girder with inclined slab design and construction.
