山西建筑
山西建築
산서건축
Shanxi Architecture
2015年
30期
169-170
,共2页
桥梁工程%连续箱梁%有限元%仿真分析%静力性能
橋樑工程%連續箱樑%有限元%倣真分析%靜力性能
교량공정%련속상량%유한원%방진분석%정력성능
bridge engineering%continuous box girder%finite element%simulation analysis%static property
对五跨连续箱梁桥进行了荷载试验及数据分析，运用大型有限元程序 Midas 建立空间梁单元模型，对连续箱梁桥进行仿真分析，并对6种试验工况下桥梁变形和断面应力的实测值与理论值进行了比较，研究结果表明：桥梁变形和断面应力的实测值与理论值吻合较好，桥梁的结构强度和刚度达到了设计要求。
對五跨連續箱樑橋進行瞭荷載試驗及數據分析，運用大型有限元程序 Midas 建立空間樑單元模型，對連續箱樑橋進行倣真分析，併對6種試驗工況下橋樑變形和斷麵應力的實測值與理論值進行瞭比較，研究結果錶明：橋樑變形和斷麵應力的實測值與理論值吻閤較好，橋樑的結構彊度和剛度達到瞭設計要求。
대오과련속상량교진행료하재시험급수거분석，운용대형유한원정서 Midas 건립공간량단원모형，대련속상량교진행방진분석，병대6충시험공황하교량변형화단면응력적실측치여이론치진행료비교，연구결과표명：교량변형화단면응력적실측치여이론치문합교호，교량적결구강도화강도체도료설계요구。
The paper carries out load test and data analysis of five-span PC continuous box girder bridge,establishes spatial beam model by apply-ing large-scale finite element program Midas,carries out simulation analysis for continuous box girder bridge,and compares actual measurement value to theoretical value of bridge deformation and section stress under 6 kinds of experimental working conditions. Results show that:actual measurement value of bridge deformation and section stress is in accordance with its theoretical value,furthermore,both the bridge structure strength and rigidity meet design demands.
