Simulation of FEA_ES00187

Transcription

1 Simulation of FEA_ES00187 Date: 6. februar 2017 Designer: Study name: FEA-ES00187 Analysis type: Static Description Glass protection with glass anchor ES00187 Height 1100 mm Load 500N / m - a straight line to the top edge. Table of Contents Description... 1 Study Properties... 2 Units... 2 Material Properties... 3 Loads and Fixtures... 5 Contact Information... 6 Mesh information... 7 Resultant Forces... 8 Study Results... 9 Conclusion Analyzed with SOLIDWORKS Simulation Simulation of FEA_ES

2 Study Properties Study name Analysis type Mesh type Thermal Effect: Thermal option Zero strain temperature Include fluid pressure effects from SOLIDWORKS Flow Simulation Solver type Inplane Effect: Soft Spring: Inertial Relief: Incompatible bonding options Large displacement Compute free body forces Friction Use Adaptive Method: Result folder FEA-ES00187 Static Solid Mesh On Include temperature loads 298 Kelvin FFEPlus Automatic On SOLIDWORKS document (C:\Firma_Pro\PROJEKTER\EasySteel\ES00187) Units Unit system: Length/Displacement Temperature Angular velocity Pressure/Stress SI (MKS) mm Kelvin Rad/sec N/m^2 Analyzed with SOLIDWORKS Simulation Simulation of FEA_ES

3 Material Properties Model Reference Properties Components Name: PVB Model type: Linear Elastic Isotropic Default failure Unknown criterion: Tensile strength: 4e+007 N/m^2 Elastic modulus: 2.41e+009 N/m^2 Poisson's ratio: Mass density: 1260 kg/m^3 Shear modulus: 8.622e+008 N/m^2 Extrude2)(ES /ES00187-Plast-1), Extrude2)(ES /ES00187-Plast-1) Curve Data:N/A Curve Data:N/A Curve Data:N/A Name: (X2CrNiMoN22-5-3) Model type: Linear Elastic Isotropic Default failure Max von Mises Stress criterion: Yield strength: 6.5e+008 N/m^2 Tensile strength: 8.5e+008 N/m^2 Elastic modulus: 2e+011 N/m^2 Poisson's ratio: 0.28 Mass density: 7800 kg/m^3 Shear modulus: 7.9e+010 N/m^2 Thermal expansion 1.1e-005 /Kelvin coefficient: Name: (C60) Model type: Linear Elastic Isotropic Default failure Max von Mises Stress criterion: Yield strength: 6.6e+008 N/m^2 Tensile strength: 8.5e+008 N/m^2 Elastic modulus: 2.1e+011 N/m^2 Poisson's ratio: 0.28 Mass density: 7800 kg/m^3 Shear modulus: 7.9e+010 N/m^2 Thermal expansion 1.1e-005 /Kelvin coefficient: Extrude3)(ES /ES00187_Holder-1), SolidBody 1(Fillet8)(ES /ES00187_fod-1), Extrude3)(ES /ES00187_Holder-1), SolidBody 1(Fillet8)(ES /ES00187_fod-1) Extrude1)(ES /M8x30-1), Extrude1)(ES /M8x30-2), Extrude1)(ES /M8x30-1), Extrude1)(ES /M8x30-2) Analyzed with SOLIDWORKS Simulation Simulation of FEA_ES

4 Curve Data:N/A Name: H-Glass Model type: Linear Elastic Isotropic Default failure Unknown criterion: Tensile strength: 1.4e+010 N/m^2 Compressive 5e+008 N/m^2 strength: Elastic modulus: e+011 N/m^2 Poisson's ratio: 0.23 Mass density: 2457 kg/m^3 Shear modulus: e+010 N/m^2 Thermal expansion 9e-006 /Kelvin coefficient: SolidBody 1(Split Line1)(Glas 1100x1035_2-1) Analyzed with SOLIDWORKS Simulation Simulation of FEA_ES

5 Loads and Fixtures Fixture name Fixture Image Fixture Details Entities: Type: 8 face(s) Fixed Geometry Fixed-1 Resultant Forces Components X Y Z Resultant Reaction force(n) Reaction Moment(N.m) Load name Load Image Load Details Entities: 1 face(s) Type: Apply normal force Value: 500 N Force-1 Analyzed with SOLIDWORKS Simulation Simulation of FEA_ES

6 Contact Information Contact Contact Image Contact Properties Type: Bonded Components: 1 component(s) Options: Compatible mesh Global Contact Analyzed with SOLIDWORKS Simulation Simulation of FEA_ES

7 Mesh information Mesh type Mesher Used: Jacobian points Maximum element size Minimum element size Mesh Quality Remesh failed parts with incompatible mesh Solid Mesh Curvature based mesh 16 Points 0 mm 0 mm High Mesh information - Details Total Nodes Total Elements Maximum Aspect Ratio % of elements with Aspect Ratio < % of elements with Aspect Ratio > % of distorted elements(jacobian) 0 Time to complete mesh(hh;mm;ss): 00:00:29 Computer name: JIMMY-PC Analyzed with SOLIDWORKS Simulation Simulation of FEA_ES

8 Resultant Forces Reaction forces Selection set Units Sum X Sum Y Sum Z Resultant Entire Model N Reaction Moments Selection set Units Sum X Sum Y Sum Z Resultant Entire Model N.m Analyzed with SOLIDWORKS Simulation Simulation of FEA_ES

9 Study Results Name Type Min Max Stress1 VON: von Mises Stress N/m^ e+008 N/m^2 Node: Node: FEA_ES00187-FEA-ES00187-Stress Name Type Min Max Displacement1 URES: Resultant Displacement 0 mm mm Node: 4264 Node: Analyzed with SOLIDWORKS Simulation Simulation of FEA_ES

10 FEA_ES00187-FEA-ES00187-Displacement Name Type Min Max Strain1 ESTRN: Equivalent Strain e-008 Element: Element: 6685 Analyzed with SOLIDWORKS Simulation Simulation of FEA_ES

11 FEA_ES00187-FEA-ES00187-Strain Name Type Min Max Factor of Safety1 Automatic Node: e+008 Node: Analyzed with SOLIDWORKS Simulation Simulation of FEA_ES

12 FEA_ES00187-FEA-ES00187-Factor of Safety Conclusion Glass protection is loaded in a line at 500N / m in height of 1100 mm. Glass protection consisting of glass anchor ES00188 fitted with 14 mm tempered glass. FEA shows a Factor of Safety for glass anchor of 4.2 and the glass of 2.6 This is OK And a maximum deflection of 57 mm. Analyzed with SOLIDWORKS Simulation Simulation of FEA_ES

13 Analyzed with SOLIDWORKS Simulation Simulation of FEA_ES