文章目录
- 下图所示桁架,受集中荷载作用,螺栓孔洞面积3cm2,采用欧洲规范3,构件为L型钢,规格为120×120×12。 几何尺寸: a=1.0m; b=0.5m; 荷载: P=300kN
- FINISH ~CFCLEAR,,1 ! Not needed ! 标题 /TITLE,CivilFEM Example 0602. Tension and Compression ! CivilFEM Setup: Code & Units 选择规范和单位 ~UNITS,,LENG,M ~UNITS,,TIME,S ~UNITS,,FORC,KN ~CODESEL,EC3,EC2,,,EC8! Eurocodes /PREP7 ! CivilFEM Preprocessor ! -------------------------------------------------- ! Materials 定义材料 ! Mat 1: Fe430 ~CFMP,1,LIB,STEEL,EC3,Fe 430,0,0,0 ! Element Types 定义单元类型 ET,1,LINK1 ! Type 1: 2D Spar ! Sections 定义截面 ~SSECLIB,1,1,23,11 !L 120 x 120 x 12 ! Code Properties 下面这段命令设置梁上开口的面积 ~SECMDF,1,EC3PROP ,AHOLES ,,3e-004,0,0,0 ! Beam & Shell properties ~BMSHPRO,1,BEAM,1,1,,,1,1,0, ! Beam Property ! Ansys Preprocessor ! -------------------------------------------------- ! Nodes N, 1 $ N,2,1 $ N,3,,-0.5 ! Elements E,1,2 E,3,2 EPLOT /SOLU ! Ansys Solution ! -------------------------------------------------- ! Displacements D, 1,ALL D, 3,ALL ! Apply Load F,2,FY,-300 ! Solve SOLVE /POST1 ! CivilFEM Postprocessor ! -------------------------------------------------- ! Read results ~CFSET,,1,1 ! Plot axial forces ~PLLSFOR,F,X ! Eurocode No.3 Check in Tension 受拉承载力检验 ~CHKSTL,TENSION ! List Tension Check Results 列表显示受拉承载力检查结果 ~PRSTL,DETAILED,BOTH,1 ! Plot Tension Check Results ~PLLSSTL,CRT_TOT ! Eurocode No.3 Criterium (Must be < 1.00) ! Eurocode No.3 Check in Compression ~CHKSTL,COMPRESS ! List Compression Check Results ~PRSTL,DETAILED,BOTH,2 ! Plot Compression Check Results ~PLLSSTL,CRT_TOT ! Nsd/Nc.Rd (Must be < 1.00)
下图所示桁架,受集中荷载作用,螺栓孔洞面积3cm2,采用欧洲规范3,构件为L型钢,规格为120×120×12。
几何尺寸:
a=1.0m;
b=0.5m;
荷载:
P=300kN

FINISH
~CFCLEAR,,1 ! Not needed
! 标题
/TITLE,CivilFEM Example 0602. Tension and Compression
! CivilFEM Setup: Code & Units 选择规范和单位
~UNITS,,LENG,M
~UNITS,,TIME,S
~UNITS,,FORC,KN
~CODESEL,EC3,EC2,,,EC8! Eurocodes
/PREP7
! CivilFEM Preprocessor
! --------------------------------------------------
! Materials 定义材料
! Mat 1: Fe430
~CFMP,1,LIB,STEEL,EC3,Fe 430,0,0,0
! Element Types 定义单元类型
ET,1,LINK1 ! Type 1: 2D Spar
! Sections 定义截面
~SSECLIB,1,1,23,11 !L 120 x 120 x 12
! Code Properties 下面这段命令设置梁上开口的面积
~SECMDF,1,EC3PROP ,AHOLES ,,3e-004,0,0,0
! Beam & Shell properties
~BMSHPRO,1,BEAM,1,1,,,1,1,0, ! Beam Property
! Ansys Preprocessor
! --------------------------------------------------
! Nodes
N, 1 $ N,2,1 $ N,3,,-0.5
! Elements
E,1,2
E,3,2
EPLOT
/SOLU
! Ansys Solution
! --------------------------------------------------
! Displacements
D, 1,ALL
D, 3,ALL
! Apply Load
F,2,FY,-300
! Solve
SOLVE
/POST1
! CivilFEM Postprocessor
! --------------------------------------------------
! Read results
~CFSET,,1,1
! Plot axial forces
~PLLSFOR,F,X
! Eurocode No.3 Check in Tension 受拉承载力检验
~CHKSTL,TENSION
! List Tension Check Results 列表显示受拉承载力检查结果
~PRSTL,DETAILED,BOTH,1
! Plot Tension Check Results
~PLLSSTL,CRT_TOT ! Eurocode No.3 Criterium (Must be < 1.00)
! Eurocode No.3 Check in Compression
~CHKSTL,COMPRESS
! List Compression Check Results
~PRSTL,DETAILED,BOTH,2
! Plot Compression Check Results
~PLLSSTL,CRT_TOT ! Nsd/Nc.Rd (Must be < 1.00)
FINISH
~CFCLEAR,,1 ! Not needed
! 标题
/TITLE,CivilFEM Example 0602. Tension and Compression
! CivilFEM Setup: Code & Units 选择规范和单位
~UNITS,,LENG,M
~UNITS,,TIME,S
~UNITS,,FORC,KN
~CODESEL,EC3,EC2,,,EC8! Eurocodes
/PREP7
! CivilFEM Preprocessor
! --------------------------------------------------
! Materials 定义材料
! Mat 1: Fe430
~CFMP,1,LIB,STEEL,EC3,Fe 430,0,0,0
! Element Types 定义单元类型
ET,1,LINK1 ! Type 1: 2D Spar
! Sections 定义截面
~SSECLIB,1,1,23,11 !L 120 x 120 x 12
! Code Properties 下面这段命令设置梁上开口的面积
~SECMDF,1,EC3PROP ,AHOLES ,,3e-004,0,0,0
! Beam & Shell properties
~BMSHPRO,1,BEAM,1,1,,,1,1,0, ! Beam Property
! Ansys Preprocessor
! --------------------------------------------------
! Nodes
N, 1 $ N,2,1 $ N,3,,-0.5
! Elements
E,1,2
E,3,2
EPLOT
/SOLU
! Ansys Solution
! --------------------------------------------------
! Displacements
D, 1,ALL
D, 3,ALL
! Apply Load
F,2,FY,-300
! Solve
SOLVE
/POST1
! CivilFEM Postprocessor
! --------------------------------------------------
! Read results
~CFSET,,1,1
! Plot axial forces
~PLLSFOR,F,X
! Eurocode No.3 Check in Tension 受拉承载力检验
~CHKSTL,TENSION
! List Tension Check Results 列表显示受拉承载力检查结果
~PRSTL,DETAILED,BOTH,1
! Plot Tension Check Results
~PLLSSTL,CRT_TOT ! Eurocode No.3 Criterium (Must be < 1.00)
! Eurocode No.3 Check in Compression
~CHKSTL,COMPRESS
! List Compression Check Results
~PRSTL,DETAILED,BOTH,2
! Plot Compression Check Results
~PLLSSTL,CRT_TOT ! Nsd/Nc.Rd (Must be < 1.00)




civilfem很不习惯我想要问下,为什么要捕捉截面呢?实体捕捉截面有什么作用吗? 其作用是什么呢? 普通ansys里面好像没有这一说,不理解请您解答一下麻烦了
我现在已经不用CF了,原因有三:1、正版CF的推广很不好,学了一圈却很可能无法实际应用;2、ANSYS环境不好配置,安装成功14.5已经重装过系统,再弄个12实在是糟心;3、CF的用途十分有限,如果仅仅用于求个内力,ANSYS 经典的算法已经够用了
好深奥
非常喜欢您的文章,每次都写的那么深刻,有哲理,
这样的文章值得我们学习。
在元宵节无情的占有。
哈哈,元宵节快乐