CFVR7904 - CTE DB SE-A test: Bending and shear
Bending and shear checking according to CTE DB SE-A
A fixed steel beam subjected to a surface load of 1000 kN/m.
The beam has a length of 1 m.
The cross section is a IPE 400.
The beam is made of Fe 430 steel which has a fy of 275000 kN/m2.
The aim of the example is to obtain the cross section classification and shear criterion according to CTE DB SE-A.
Element types used in the model: BEAM3 Needed CivilFEM Modules: |
|
| Model Statistics | |
| Number of elements | 24 |
| Number of nodes | 25 |
| Number of civil materials | 1 |
| Number of cross sections | 1 |
| Number of shell vertices | 0 |
Log file: CFVR7904.DAT
FINISH ~CFCLEAR,,1 NomFile='CFVR7904' /TITLE, %NomFile%, CTESEA test: Bending and Shear ! --------------------------------------------------------------------------------- ! Model definition and solve ! --------------------------------------------------------------------------------- ! CivilFEM Setup: Code & Units ~UNITS,,LENG,M ~UNITS,,TIME,S ~UNITS,,FORC,KN ~CODESEL,CTESEA,EC2,,,EC8-94 /PREP7 ! Materials ~CFMP,1,LIB,STEEL,EC3,Fe 430 ! Fe 430 (EC3) ! Element Types ET,1,BEAM3 ! Type 1: 2D Beam ! Cross sections ~SSECLIB,1,1,1,14 ! IPE 400 ! Beam Properties ~BMSHPRO,1,BEAM,1,1,,,3,1,0,, ! Nodes N, 1 N,25,1 FILL, 1,25 ! Elements E,1,2 EGEN,24,1,1 EPLOT /SOLU ! Restraints D, 1,ALL D,25,ALL ! Apply Load SFBEAM,ALL,1,PRES,1000 ! Solve SOLVE /POST1 ! Read results ~CFSET,,1,1 ! Read the first load step ! Check in Bending + Shear ~CHKSTL,BEND_SHR,-Z,PARTIAL !-------------------------------------------------------------------------------------- ! DATA CHECK !-------------------------------------------------------------------------------------- ! Data comparison number NComp = 8 NComp_ch = 0 ! Marix dim. *DIM,LABEL,CHAR,Ncomp,1 *DIM,LABEL_CH,CHAR,Ncomp_ch,1 *DIM,VALUE,,Ncomp,3 *DIM,VALUE_CH,CHAR,Ncomp_ch,3 *DIM,TOLER,,Ncomp,2 ! Labels !-------------------------------------------------------------------------------------- LABEL(1,1) = 'CLASS' LABEL(2,1) = 'S_AREA' LABEL(3,1) = 'VplRd' LABEL(4,1) = 'VEd' LABEL(5,1) = 'RHO' LABEL(6,1) = 'MvRd' LABEL(7,1) = 'MEd' LABEL(8,1) = 'Crit' ! Correct values !-------------------------------------------------------------------------------------- VALUE(1,1)=1 VALUE(2,1)=42.691E-4 VALUE(3,1)=645.53396 VALUE(4,1)=-500 VALUE(5,1)=0.30152 VALUE(6,1)=300.47 VALUE(7,1)=83.3333333 VALUE(8,1)=0.2773 ! Obtained values !-------------------------------------------------------------------------------------- ~PLLSSTL,CLASS *GET,VALUE(1,2),ELEM,1,ETAB,CLASS_I ~PLLSSTL,S_AREA *GET,VALUE(2,2),ELEM,1,ETAB,CFETAB_I ~PLLSSTL,VPLRD *GET,VALUE(3,2),ELEM,1,ETAB,CFETAB_I ~PLLSSTL,VED *GET,VALUE(4,2),ELEM,1,ETAB,CFETAB_I ~PLLSSTL,RHO *GET,VALUE(5,2),ELEM,1,ETAB,CFETAB_I ~PLLSSTL,MVRD *GET,VALUE(6,2),ELEM,1,ETAB,CFETAB_I ~PLLSSTL,MED *GET,VALUE(7,2),ELEM,1,ETAB,CFETAB_I ~PLLSSTL,CRT_TOT *GET,VALUE(8,2),ELEM,1,ETAB,CFETAB_I ! Warning and error tolerances TOLER( 1, 1)= 0 $ TOLER( 1, 2)= 0 TOLER( 2, 1)= 1E-3 $ TOLER( 2, 2)= 1E-3 TOLER( 3, 1)= 1E-1 $ TOLER( 3, 2)= 1E-1 TOLER( 4, 1)= 1E-1 $ TOLER( 4, 2)= 1E-1 TOLER( 5, 1)= 1E-4 $ TOLER( 5, 2)= 1E-4 TOLER( 6, 1)= 1E-2 $ TOLER( 6, 2)= 1E-2 TOLER( 7, 1)= 1E-2 $ TOLER( 7, 2)= 1E-2 TOLER( 8, 1)= 1E-3 $ TOLER( 8, 2)= 1E-3 !-------------------------------------------------------------------------------------- ! Results comparison !-------------------------------------------------------------------------------------- COMPARA.MAC |
Results
| Label | Target | CivilFEM | Ratio | Tolerance |
| CLASS | 1 | 1 | 1.000 | 0 |
| S_AREA | 0.0042691 | 0.0042691 | 1.000 | 0.001 |
| VplRd | 645.53 | 645.53 | 1.000 | 0.1 |
| VEd | -500 | -500 | 1.000 | 0.1 |
| RHO | 0.30152 | 0.30152 | 1.000 | 0.0001 |
| MvRd | 300.47 | 300.47 | 1.000 | 0.01 |
| MEd | 83.333 | 83.333 | 1.000 | 0.01 |
| Crit | 0.2773 | 0.27734 | 1.000 | 0.001 |
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