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1)  continuous arc box girder on an interchange
互通立交弧形连续箱梁
2)  continuous box beam
箱形连续梁
1.
The determination of continuous box beam supporting system;
箱形连续梁支撑体系的确定
2.
Calculating distortion geometric nature of arbitrary section in continuous box beam is an important link in calculating the internal force and stress of all cross sections divided.
任意截面箱形连续梁畸变几何性质计算是箱形连续梁的内力和应力计算的重要环节。
3)  arch continuous box beam
拱形连续箱梁
4)  continual box-girder
箱形连续梁桥
1.
Analysis of cracks in continual box-girder with prestressed concrete bridge and the measures of treatment
预应力混凝土箱形连续梁桥裂缝成因及处理
5)  arc box beam
弧形箱梁
1.
Through the finite element program SAP91,a detailed analysis of 40m long bonded prestressed arc box beam is presented,and the features of its global mechanical behavior have been obtained.
通过SAP91有限元程序对弧形箱梁进行分析 ,得到弧形箱梁整体受力的特点 ,确定弧形箱梁侧壁计算模型 ,并系统地阐述了有粘结预应力弧形箱梁设计中预应力筋的计算方法、布置特点及节点处理等技术问题 ,以供在类似工程设计中参
6)  Boxing Arc Beam
箱形弧梁
补充资料:ANSYS壳单元分析箱梁
! Analysis a box beam section with shell elements of ANSYS
! 用ansys的壳体单元分析箱梁
! Box dimension: 10*4*4m with shell thickness of 0.04m
! By Lu Xinzheng, Depart. Civil Engineering, Tsinghua University, Beijing
! 陆新征,清华大学土木系
! Aug. 2004
! Define the Element
! 定义单元
/PREP7
!*
ET,1,SHELL93
!*
! Define the section for shells
! 定义壳单元截面
R,1,.04, , , , , ,
!*
! Define the material
! 定义材料
MPTEMP,,,,,,,,
MPTEMP,1,0
MPDATA,EX,1,,200e9
MPDATA,PRXY,1,,.3
! Setup the model
! 建模
! Define the keypoints
! 定义关键点
k,1,0,0,0
k,2,4,0,0
k,3,4,4,0
k,4,0,4,0
! Define the lines
! 定义线
l,1,2
l,2,3
l,3,4
l,4,1
! Define the section area
! 定义截面
a,1,2,3,4
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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