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1)  post-tensioned box girder
后张法箱梁
2)  post-tensioned continuous box girder
后张法连续箱梁
3)  afterward stretch box beam
后张箱梁
4)  post-stressing box girder
后张预应力箱梁
5)  post-tensioning method hollow plate girder
后张法空心板梁
1.
On the construction of post-tensioning method hollow plate girder and the prevent of the common problems;
浅谈后张法空心板梁的施工及常见问题的预防
6)  post-tensioned prestressed beam
后张法预应力梁
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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