ANSYSsolid65環向布置鋼筋的例子 ! 一個管道,環向配筋率為1%,縱向配筋率為0.5%,徑向配筋率為0.1% ! 作者: 陸新征 清華大學土木系 ! FINISH /CLEAR
ANSYSsolid65環向布置鋼筋的例子
! 一個管道,環向配筋率為1%,縱向配筋率為0.5%,徑向配筋率為0.1%
! 作者: 陸新征 清華大學土木系
!
FINISH
/CLEAR
! 一個管道,環向配筋率為1%,縱向配筋率為0.5%,徑向配筋率為0.1%
! 作者: 陸新征 清華大學土木系
!
FINISH
/CLEAR
/PREP7
!*
! 單元屬性
ET,1,SOLID65
!*
KEYOPT,1,1,0
KEYOPT,1,5,0
KEYOPT,1,6,0
KEYOPT,1,7,1
!*
!實參數1:不同方向配筋
R,1,2,.001, , ,2, .01,
RMORE, 90, ,2,.005 ,90 ,90 ,
!*
! 單元屬性
ET,1,SOLID65
!*
KEYOPT,1,1,0
KEYOPT,1,5,0
KEYOPT,1,6,0
KEYOPT,1,7,1
!*
!實參數1:不同方向配筋
R,1,2,.001, , ,2, .01,
RMORE, 90, ,2,.005 ,90 ,90 ,
!材料屬性
!混凝土基本材料屬性
MPTEMP,,,,,,,,
MPTEMP,1,0
MPDATA,EX,1,,30E2
MPDATA,PRXY,1,,.2
!屈服準則
TB,MISO,1,1,5,
TBTEMP,0
TBPT,,0.0005,15
TBPT,,0.001,21
TBPT,,0.0015,24
TBPT,,0.002,27
TBPT,,0.003,24
!破壞準則
TB,CONC,1,1,9,
TBTEMP,0
TBDATA,,.5,.9,3,30,,
TBDATA,,,,1,,,
MPTEMP,,,,,,,,
MPTEMP,1,0
!鋼材基本屬性
MPDATA,EX,2,,200E3
MPDATA,PRXY,2,,.27
!屈服準則
TB,BISO,2,1,2,
TBTEMP,0
TBDATA,,310,2E3,,,,
!混凝土基本材料屬性
MPTEMP,,,,,,,,
MPTEMP,1,0
MPDATA,EX,1,,30E2
MPDATA,PRXY,1,,.2
!屈服準則
TB,MISO,1,1,5,
TBTEMP,0
TBPT,,0.0005,15
TBPT,,0.001,21
TBPT,,0.0015,24
TBPT,,0.002,27
TBPT,,0.003,24
!破壞準則
TB,CONC,1,1,9,
TBTEMP,0
TBDATA,,.5,.9,3,30,,
TBDATA,,,,1,,,
MPTEMP,,,,,,,,
MPTEMP,1,0
!鋼材基本屬性
MPDATA,EX,2,,200E3
MPDATA,PRXY,2,,.27
!屈服準則
TB,BISO,2,1,2,
TBTEMP,0
TBDATA,,310,2E3,,,,
! 管道內徑和外徑
CYL4,0,0,3000, , , ,10000
CYL4,0,0,2000, , , ,10000
VSBV, 1, 2
CYL4,0,0,3000, , , ,10000
CYL4,0,0,2000, , , ,10000
VSBV, 1, 2
! 定義局部柱坐標
CSWPLA,11,1,1,1,
KWPAVE, 11
WPRO,,-90.000000,
VSBW, 3
WPCSYS,-1,0
KWPAVE, 1
WPRO,,,-90.000000
VSBW,ALL
CSWPLA,11,1,1,1,
KWPAVE, 11
WPRO,,-90.000000,
VSBW, 3
WPCSYS,-1,0
KWPAVE, 1
WPRO,,,-90.000000
VSBW,ALL
ESIZE,500,0,
! 注意:設定單元局部坐標
VATT, 1, 1, 1, 11
!*
VSWEEP,ALL
/DEVICE,VECTOR,1
/ESHAPE,1.0
/REPLO
! 注意:紅色代表最大配筋方向,綠色代表其次,藍色表示最小配筋方
! 注意:設定單元局部坐標
VATT, 1, 1, 1, 11
!*
VSWEEP,ALL
/DEVICE,VECTOR,1
/ESHAPE,1.0
/REPLO
! 注意:紅色代表最大配筋方向,綠色代表其次,藍色表示最小配筋方