1) cutting wing box beam
割翼箱梁
1.
Combined with specific engineering example,the reasons of adopting cutting wing box beam were analyzed and the performing method of cutting wing box beam was introduced,the construction technology of cast-in-place flange plate was illustrated detail.
结合具体工程实例,分析了采用割翼箱梁的原因,介绍了割翼箱梁的预制方法,详细阐述了现浇翼缘板的施工工艺,并对割翼箱梁的架设和翼缘板的施工经验进行了总结,以期使山区或丘陵地带双线箱梁的过隧架设更为简便。
4) widely-flanged box girder
大翼缘箱梁
1.
The experimental and calculated results both showed that the distortion effect on the widely-flanged box girder section is particularly notable.
采用有机玻璃材料制成箱梁模型,通过其试验结果与MIDAS/Civil有限元分析结果的对比耦合,论述了大翼缘箱梁的畸变效应。
5) box girder flange
箱形梁翼缘板
6) Concrete wide flange box barrier
混凝土宽翼缘箱梁
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
! 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。
参考词条