AGV小车设计方案改 - 图文(10)

2019-08-03 11:37

Xi’an Jiaotong University

Nodes Elements Mesh Metric TABLE 5

Model (C4) > Geometry > Parts

Object Name shangbiaomian-1 caogang1-2 State Visible Transparency Definition Suppressed Stiffness Behavior Coordinate System Reference Temperature Assignment Nonlinear Effects Thermal Strain Effects Length X Length Y Length Z 0.55 m 3.e-003 m 1. m 0.3 m 3.2e-002 m 5.e-002 m No Flexible Default Coordinate System By Environment Material Structural Steel Yes Yes Bounding Box 8.e-003 m 2.5e-002 m 2.1651e-002 m 5.e-002 m 0.125 m 0.125 m 0.146 m 1.5e-002 m 1.6903e-002 m luomu1-1 Meshed Graphics Properties Yes 1 qudonglun-1 qudonglunzhou-2 881 130 52223 30512 None 881 130 Properties Volume Mass Centroid X 1.65e-003 m3 12.953 kg 1.4968e-004 1.821e-006 5.7066e-004 m3 1.175 kg m3 1.4295e-002 kg 0.47265 m m -4.0605e-002 m -0.14 m m3 4.4797 kg 0.50166 m 2.6761e-005 m3 0.21007 kg 5.8278e-002 m 0.26036 m 5.0406e-002 Centroid Y 6.1859e-002 m Centroid Z -0.51561 m -9.6983e-002 m -0.14001 m -0.13969 m 3.7307e-004 Moment of 0.32652 kg·m2 8.9401e-003 7.4355e-007 5.1606e-003

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Xi’an Jiaotong University

Inertia Ip1 Moment of Inertia Ip2 Moment of Inertia Ip3 Nodes Elements Mesh Metric 1.0794 kg·m2 1.4059 kg·m2 kg·m2 kg·m2 kg·m2 1606 264 kg·m2 kg·m2 kg·m2 770 354 None TABLE 6

Model (C4) > Geometry > Parts Object Name State Visible Transparency Definition Suppressed Stiffness Behavior Coordinate System Reference Temperature Assignment Nonlinear Effects Thermal Strain Effects Length X 8.e-003 m Length Y 2.5e-002 m Length Z 2.1651e-002 m 5.e-002 m 0.125 m 0.125 m No Flexible Default Coordinate System By Environment Material Structural Steel Yes Yes Bounding Box 8.e-003 m 2.5e-002 m 2.1651e-002 m Properties Volume Mass 1.821e-006 5.7066e-004 1.821e-006 m3 1.4295e-002 kg m3 4.4797 kg m3 1.4295e-002 kg 8.8357e-006 m3 8.1647e-005 m3 6.936e-002 kg 0.64093 kg 5.e-002 m 1.5e-002 m 1.4936e-002 m 0.114 m 0.1 m luomu1-2 qudonglun-2 luomu1-3 wanxianglungan-2 wanxianglunjia-2 Meshed Graphics Properties Yes 1 kg·m2 kg·m2 kg·m2 2700 1612 kg·m2 3.7256e-004 kg·m2 6.1044e-006 kg·m2 820 402 9.273e-003 7.4355e-007 5.1609e-003 5.3527e-004 1.3359e-006 8.6179e-003 Statistics 1403 180

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Xi’an Jiaotong University

Centroid X 0.53065 m Centroid Y Centroid Z Inertia Ip1 Inertia Ip2 Inertia Ip3 Nodes Elements Mesh Metric -0.14 m kg·m2 kg·m2 kg·m2 770 354 2.0856e-002 4.9813e-002 m -9.6983e-002 m -0.14001 m kg·m2 kg·m2 kg·m2 2700 1612 -0.14 m kg·m2 kg·m2 kg·m2 Statistics 770 354 None TABLE 7

Model (C4) > Geometry > Parts Object Name bizhang-1 State Visible Transparency Definition Suppressed Stiffness Behavior Coordinate System Reference Temperature Assignment Nonlinear Effects Thermal Strain Effects 2.173e-002 m No Flexible Default Coordinate System By Environment Material Structural Steel Yes Yes Bounding Box Length X 2.e-002 m 5.e-002 m 8.e-003 m 3.e-002 m chuanganqizhijia-wanxianglunjia-4 1 Meshed Graphics Properties Yes 1 luomu1-4 wanxianglun-1 506 88 1294 541 m 8.4707e-002 m -9.3811e-002 m -0.75438 m 1.5332e-005 kg·m2 1.5332e-005 kg·m2 1.9287e-006 kg·m2 -1.8623e-002 m -0.76551 m 1.1332e-003 kg·m2 5.4124e-004 kg·m2 1.1404e-003 kg·m2 Moment of 7.4355e-007 5.1606e-003 7.4355e-007 Moment of 7.4355e-007 5.1609e-003 7.4355e-007 Moment of 1.3359e-006 8.6179e-003 1.3359e-006

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Xi’an Jiaotong University

Length Y 2.2414e-002 m 0.175 m 5.e-003 m Properties Volume 2.2491e-005 m3 1.75e-005 m3 0.13737 kg 0.22036 m 8.1647e-005 m3 0.64093 kg 0.43644 m 1.821e-006 3.1846e-004 m3 1.4295e-002 kg -8.1349e-003 m 2 m -0.14 m m3 2.4999 kg 0.43444 m 0.114 m 0.1 m 2.5e-002 m 2.1651e-002 m 0.125 m 0.125 m Length Z 8.8e-002 m Mass 0.17655 kg Centroid X 0.20225 m Centroid Y -0.10356 m Centroid Z -8.8754e-002 m kg·m2 kg·m2 kg·m2 646 307 -2.7141e-002 m -1.8623e-002 m -6.8105e-002 m 4.8654e-006 kg·m2 3.5088e-004 kg·m2 3.5517e-004 kg·m2 Statistics 104 8 -0.76551 m 1.1332e-003 kg·m2 5.4124e-004 kg·m2 1.1404e-003 kg·m2 1294 541 None TABLE 8

Model (C4) > Geometry > Parts -9.6983e-00-9.3811e-002 m -0.75438 m Moment of 1.1403e-004 Inertia Ip1 Inertia Ip2 Inertia Ip3 Nodes Elements Mesh Metric Moment of 1.139e-004 Moment of 8.51e-006 7.4355e-007 2.6836e-003 kg·m2 kg·m2 kg·m2 770 354 kg·m2 kg·m2 kg·m2 1819 1047 7.4355e-007 2.6842e-003 1.3359e-006 5.0366e-003 Object wanxianglungachuanganqizhijichejiakuozhanchuanganqizhijichuanganqizhijiName State Visible Transparency Suppressed Stiffness Behavior Coordinate System

n-1 a-1 1-4 Meshed a-3 a-2 Graphics Properties Yes 1 Definition No Flexible Default Coordinate System - 48 -

Xi’an Jiaotong University

Reference Temperature Material Assignment Nonlinear Effects Thermal Strain Effects Bounding Box Length X Length Y 5.e-002 m 1.5e-002 m 2.e-002 m 0.175 m 5.e-003 m 7.5e-002 m 3.2e-002 m 5.e-002 m 2.e-002 m 0.175 m 5.e-003 m Yes Structural Steel Yes By Environment Length Z 1.4936e-002 m 8.8357e-006 m3 0.43644 m -9.3811e-002 m -0.75438 m Properties Volume 1.75e-005 m3 3.742e-005 m3 0.13737 kg 0.40036 m -2.7141e-002 m -6.8105e-002 m 4.8654e-006 kg·m2 3.5088e-004 kg·m2 3.5517e-004 kg·m2 104 8 0.29375 kg 0.49786 m 5.0403e-002 m -0.74061 m 1.6318e-004 kg·m2 2.4628e-004 kg·m2 1.3368e-004 kg·m2 Statistics Nodes Elements Mesh Metric 506 88 1723 287 None 104 8 1.75e-005 m3 0.13737 kg 0.30036 m 0.12036 m Mass 6.936e-002 kg Centroid X Centroid Y Centroid Z -2.7141e-002 m -6.8105e-002 m 4.8654e-006 kg·m2 3.5088e-004 kg·m2 3.5517e-004 kg·m2 Moment of 1.5332e-005 Inertia Ip1 Inertia Ip2 Inertia Ip3 kg·m2 kg·m2 kg·m2 Moment of 1.5332e-005 Moment of 1.9287e-006 TABLE 9

Model (C4) > Geometry > Parts Object chejiakuozhanwanxiangluchejiakuozhanchejiakuozhanwanxianglunzhoucheName State 1-1 n-2 1-3 Meshed 1-2 ng-2

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