AGV小车设计方案改 - 图文(9)

2019-08-03 11:37

Xi’an Jiaotong University

八、附录

8.1 车体结构ANSYS仿真报告:

Project

First Saved Tuesday, June 10, 2014 Last Saved Tuesday, June 10, 2014 Product Version Save Project Before Solution Save Project After Solution 14.5.7 Release No No

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Xi’an Jiaotong University

Contents

? ?

Units Model (C4) o Geometry ?

Parts o Coordinate Systems o Connections

?

o Mesh

o Static Structural (C5)

? ? ?

Analysis Settings Loads Solution (C6) ? ?

?

Material Data o Structural Steel

Solution Information Results Contacts ?

Contact Regions Units

TABLE 1 Unit System Metric (m, kg, N, s, V, A) Degrees rad/s Celsius Angle Rotational Velocity Temperature Degrees rad/s Celsius Model (C4)

Geometry

TABLE 2

Model (C4) > Geometry

Object Name State Definition Source C:\\Users\\Administrator\\Desktop\\AGV模型2\\222.sldasm Type

Geometry Fully Defined SolidWorks - 41 -

Xi’an Jiaotong University

Length Unit Element Control Display Style Bounding Box Length X Length Y Length Z Properties Volume Mass Scale Factor Value Statistics Bodies Active Bodies Nodes Elements Mesh Metric Basic Geometry Options Solid Bodies Surface Bodies Line Bodies Parameters Parameter Key Attributes Named Selections Material Properties Advanced Geometry Options Use Associativity Coordinate Systems Reader Mode Saves Updated File Use Instances Smart CAD Update Attach File Via Temp File Temporary Directory Analysis Type Mixed Import Resolution Decompose Disjoint Geometry Enclosure and Symmetry Processing Yes No No Yes No Yes C:\\Users\\Administrator\\AppData\\Local\\Temp 3-D None Yes Yes Yes Yes No Yes DS No No No 45 45 150761 77590 None 1.2244e-002 m3 96.114 kg 1. 0.562 m 0.22284 m 1.003 m Meters Program Controlled Body Color

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Xi’an Jiaotong University

TABLE 3

Model (C4) > Geometry > Parts Object Name qudonglunzhou-1 State Visible Transparency Definition Suppressed Stiffness Behavior Coordinate System Reference Temperature Assignment Nonlinear Effects Thermal Strain Effects No Flexible Default Coordinate System By Environment Material Structural Steel Yes Yes Bounding Box Length X Length Y 0.146 m 1.5e-002 m 6.968e-002 m 0.1015 m 0.18 m Properties Volume 2.6761e-005 m3 Mass Centroid X 0.21007 kg 0.46424 m 7.4737e-004 6.2231e-004 1.4968e-004 6.2231e-004 m3 5.8669 kg 9.6014e-002 m m -0.18711 m 1.8451e-002 kg·m2 1.6671e-002 kg·m2 m3 4.8851 kg 0.43538 m m3 1.175 kg 0.26036 m m3 4.8851 kg 8.538e-002 m m -0.51434 m 0.41859 kg·m2 0.41944 kg·m2 5.2079e-002 m 3.7858e-002 m 1. m 0.3 m 3.2e-002 m 5.e-002 m 5.2079e-002 m 3.7858e-002 m 1. m dianji-2 caogang-2 Meshed Graphics Properties Yes 1 caogang1-1 caogang-1 Length Z 1.6903e-002 m Centroid Y -9.6983e-002 m Centroid Z Moment of Inertia Ip1 Moment of Inertia Ip2 Moment of -0.13969 m 3.7307e-004 kg·m2 3.7256e-004 kg·m2 6.1044e-006 -5.8904e-002 4.5492e-002 5.0406e-002 4.5492e-002 m -0.51434 m 0.41859 kg·m2 0.41944 kg·m2 m -0.99061 m 8.9401e-003 kg·m2 9.273e-003 kg·m2 5.2496e-003 2.4832e-003 5.3527e-004 2.4832e-003

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Xi’an Jiaotong University

Inertia Ip3 Nodes Elements Mesh Metric TABLE 4

Model (C4) > Geometry > Parts

Object Name chelunjia-4 chelunjia-3 State Visible Transparency Definition Suppressed Stiffness Behavior Coordinate System Reference Temperature Assignment Nonlinear Effects Thermal Strain Effects Bounding Box Length X Length Y Length Z Volume Mass Centroid X Centroid Y 5.e-002 m 4.e-002 m 3.2e-002 m Properties 1.9957e-005 m3 0.15666 kg 8.6359e-002 m 2.5008e-003 m 7.4737e-004 m3 5.8669 kg 0.42653 m -5.8904e-002 m -0.18711 m 1.8451e-002 kg·m2 1.6671e-002 kg·m2 5.2496e-003 kg·m2 1.9957e-005 m3 0.15666 kg 0.43636 m 0.43436 m 2.5008e-003 m -0.18565 m -0.12556 m 3.4397e-005 kg·m2 7.8696e-005 kg·m2 7.1273e-005 kg·m2 6.968e-002 m 0.1015 m 0.18 m 5.e-002 m 4.e-002 m 3.2e-002 m No Flexible Default Coordinate System By Environment Material Structural Steel Yes Yes dianji-1 Meshed Graphics Properties Yes 1 chelunjia-2 chelunjia-1 kg·m2 820 402 kg·m2 Statistics 52223 30512 3222 1721 None 1606 264 3222 1721 kg·m2 kg·m2 kg·m2 Centroid Z -0.18565 m -0.12556 m Moment of Inertia Ip1 Moment of Inertia Ip2 Moment of Inertia Ip3 3.4397e-005 kg·m2 7.8696e-005 kg·m2 7.1273e-005 kg·m2 Statistics

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