Autodesk Structural Analysis Professional-Books Pdf

Autodesk Structural Analysis Professional
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2014 Autodesk Inc All Rights Reserved Except as otherwise permitted by Autodesk Inc this. publication or parts thereof may not be reproduced in any form by any method for any purpose. Certain materials included in this publication are reprinted with the permission of the copyright. Disclaimer, THIS PUBLICATION AND THE INFORMATION CONTAINED HEREIN IS MADE AVAILABLE. BY AUTODESK INC AS IS AUTODESK INC DISCLAIMS ALL WARRANTIES EITHER. EXPRESS OR IMPLIED INCLUDING BUT NOT LIMITED TO ANY IMPLIED WARRANTIES. OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE REGARDING THESE. Trademarks, The following are registered trademarks of Autodesk Inc in the USA and or other countries. Autodesk Robot Structural Analysis Autodesk Concrete Building Structures Spreadsheet Calculator ATC. AutoCAD Autodesk Autodesk Inventor Autodesk logo Buzzsaw. Design Web Format DWF ViewCube SteeringWheels and Autodesk Revit. All other brand names product names or trademarks belong to their respective holders. Third Party Software Program Credits, ACIS Copyright 1989 2001 Spatial Corp Portions Copyright 2002 Autodesk Inc. Copyright 1997 Microsoft Corporation All rights reserved. International CorrectSpell Spelling Correction System 1995 by Lernout Hauspie Speech. Products N V All rights reserved, InstallShield 3 0 Copyright 1997 InstallShield Software Corporation All rights reserved. PANTONE and other Pantone Inc trademarks are the property of Pantone Inc Pantone Inc. Portions Copyright 1991 1996 Arthur D Applegate All rights reserved. Portions relating to JPEG Copyright 1991 1998 Thomas G Lane All rights reserved Portions of. this software are based on the work of the Independent JPEG Group. Portions relating to TIFF Copyright 1997 1998 Sam Leffler Copyright 1991 1997 Silicon. Graphics Inc All rights reserved,Government Use, Use duplication or disclosure by the U S Government is subject to restrictions as set forth in.
FAR 12 212 Commercial Computer Software Restricted Rights and DFAR 227 7202 Rights in. Technical Data and Computer Software as applicable. Autodesk Robot Structural Analysis Professional Verification Manual AFNOR benchmarks. INTRODUCTION 1,STATIC ANALYSIS 2,1 BAR STRUCTURES 2. 2D Euler s beam bending SSLL01 89 3,2D Timoshenko s beam bending SSLL02 89 4. Beam with elastic support SSLL03 89 5,3D frame with elastic supports SSLL04 89 6. Bending of rigidly connected beams SSLL05 89 7,2D circular arch bending SSLL06 89 8. 3D circular arch transverse bending SSLL07 89 9,2D semi circular arch bending SSLL08 89 10.
Plane truss with nodal loads SSLL09 89 11,Plane frame with uniform loads SSLL10 89 12. Plane truss with nodal loads SSLL11 89 13, Plane truss under thermal and displacement loadings SSLL12 89 14. Shortening of a tie beam SSLL13 89 15,Plane frame bending SSLL14 89 16. Beam on elastic Winkler s soil foundation SSLL15 89 17. Beam on elastic Winkler s soil foundation SSLL16 89 18. 2 PLATE SHELL STRUCTURES 19, Rectangular membrane under in plane shear SSLP01 89 20. Tension of perforated membrane SSLP02 89 21,Rectangular plate cantilever slab SSLS01 89 22.
Simply supported square plate SSLS02 89 23,Circular plate under uniform load SSLS03 89 24. Beam of Z section using shell elements SSLS04 89 25. Box section in torsion using shell elements SSLS05 89 26. Thin walled cylinder under uniform radial pressure SSLS06 89 27. Thin walled cylinder with uniform axial load SSLS07 89 28. Thin walled cylinder under hydrostatic pressure SSLS08 89 29. Thin walled cylinder under self weight SSLS09 89 30. Torus under uniform internal pressure SSLS10 89 31. Thin walled cone subjected to uniform internal pressure SSLS11 89 32. Spherical shell subjected to a pressure SSLS14 89 33. Spherical shell subjected to a moment SSLS16 89 34. Spherical shell SSLS17 89 35, Cylindrical shell subjected to concentrated force SSLS20 89 36. Spherical shell with an opening SSLS21 89 37, Spherical dome subjected to uniform external pressure SSLS22 89 38. Cylindrical membrane subjected to bending SSLS23 89 39. Simply supported rectangular plate with uniform load SSLS24 89 40. Simply supported rectangular plate with bending moment SSLS26 89 41. Plate under perpendicular shear SSLS27 89 42,3 VOLUMIC STRUCTURES 43. Solid cylinder subjected to simple tension SSLV01 89 44. Uniform compression of a solid sphere SSLV02 89 45. Tension of a rectangular prism due to self weight SSLV07 89 46. March 2014 page i, Autodesk Robot Structural Analysis Professional Verification Manual AFNOR benchmarks.
DYNAMIC ANALYSIS 47,1 BAR STRUCTURES 47, Slender beam fixed at both ends with different inertia SDLL03 89 48. Slender beam supported at both ends subjected to axial load SDLL05 89 49. Transient analysis of a cantilever under acceleration or imposed load SDLL 06 89 50. Slender beam supported at both ends subjected to moving load with constant speed. SDLL 07 89 52,Plane grillage of beams SDLL08 89 53. Slender cantilever fixed at both ends with variable rectangular section SDLL09 89 54. Slender beam fixed at both ends with variable rectangular section SDLL10 89 55. Ring fixed at two points SDLL12 89 56, Ring with flexible support at external point SDLL13 89 57. Eigenmode of a thin walled tube section SDLL14 89 58. Slender cantilever with mass eccentricity at the end of it SDLL15 89 59. Symmetrical frame bending SDLX01 89 60, Hovgaard s problem stress in the 3D pipe bending SDLX02 89 61. 2 PLATES SHELLS STRUCTURES 62,Cantilever plate SDLS01 89 63.
Lozenge shaped thin plate with one edge fixed SDLS02 89 64. Simply supported rectangular thin plate SDLS03 89 65. Circular plate with fixed inner edge SDLS04 89 66,Compressor blade thin shell SDLS05 89 67. Modal analysis of plate SDLS06 89 68,THERMOMECHANICAL ANALYSIS 69. 1 BAR STRUCTURES 69,Arch with 2 pinned supports HSLL01 89 70. 2 PLATES SHELLS STRUCTURES 71, Thin plate deformed according to spherical curve HSLS01 89 72. CONCLUSIONS 73,March 2014 page ii, Autodesk Robot Structural Analysis Professional Verification Manual AFNOR benchmarks.
INTRODUCTION, This verification manual contains a range of static and dynamic benchmark tests covering fundamental. types of behaviour encountered in structural analysis 58 examples of static dynamic and thermo. mechanics problems are solved using bar plate and shell FE All the examples have been taken. Guide de validation des progiciels de calcul de structures AFNOR 1990. Benchmark results signed as AFNOR were recalled and originally compared with results of. Autodesk Robot Structural Analysis Professional 2013 signed further as Robot The. comparison of results is still valid for the next Robot versions. Each problem contains the following parts, the name of the benchmark as used in the AFNOR guide. short problem description,scheme of the model, comparison between Robot results and reference values. March 2014 page 1 73, Autodesk Robot Structural Analysis Professional Verification Manual AFNOR benchmarks. STATIC ANALYSIS,1 BAR STRUCTURES,March 2014 page 2 73.
Autodesk Robot Structural Analysis Professional Verification Manual AFNOR benchmarks. VERIFICATION EXAMPLE,2D Euler s beam bending SSLL01 89. Name of the test SSLL01 89,Reference AFNOR, Specification Uni directional bending of an elastic Euler beam. GEOMETRY Length L 1 0 m fixed ends,Section Iz 1 7e 8 E 2 1e11. DATA FILE SSLL01 str in English,COMPARISON,Robot AFNOR Difference. Node Compared result,Robot Referenced,results values.
3 Shearing force N 540 540 0 0,3 Bending moment Nm 2800 2800 0 0. 3 Vertical displacement m 4 90196e 2 4 90196e 2 0 0. 1 Horizontal reaction N 24000 24000 0 0,CONCLUSIONS. Exact agreement of results, The different signs of shear forces arise from different local coordinates sign convention. March 2014 page 3 73, Autodesk Robot Structural Analysis Professional Verification Manual AFNOR benchmarks. VERIFICATION EXAMPLE,2D Timoshenko s beam bending SSLL02 89.
Name of the test SSLL02 89,Reference AFNOR, Specification Influence of shearing stresses Timoshenko s beam. Elastic linear isotropic material,GEOMETRY Length L 1 44 m simply supported ends. Section Iz 2810e 8 Ax 31e 4 Ay 31E 4 2 42 E 2 1e11. DATA FILE SSLL02 str in English,COMPARISON,Value Difference. Node Compared result,Robot AFNOR,2 displacement m 1 25926e 3 1 25926e 3 0 0. CONCLUSION,Exact agreement of results,March 2014 page 4 73.
Autodesk Robot Structural Analysis Professional Verification Manual AFNOR benchmarks. VERIFICATION EXAMPLE,Beam with elastic support SSLL03 89. Name of the test SSLL03 89,Reference AFNOR, Specification Simple beam under bending with elastic support in the center of length. material elastic linear isotropic, GEOMETRY Length L 12 m simply supported at ends and in the middle. Section Iz 6 3 e 4 E 2 1e11,Stiffness Kz 2 1 e6 N m. DATA FILE SSLL03 str in English,COMPARISON,Value Difference.
Node Compared result,Robot AFNOR,3 Bending moment Nm 63000 63000 0 0. 3 Displacement UZ m 0 010 0 010 0 0,3 Vertical reaction N 21000 21000 0 0. CONCLUSION,Exact agreement of results,March 2014 page 5 73. Autodesk Robot Structural Analysis Professional Verification Manual AFNOR benchmarks. VERIFICATION EXAMPLE,3D frame with elastic supports SSLL04 89. Name of the test SSLL04 89,Reference AFNOR, Specification Spatial bar with elastic supports under bending and torsion material elastic.
linear isotropic non compressible bars assumed,DATA FILE SSLL04 str. COMPARISON,Difference,Node Compared result Robot AFNOR. 5 Moment MX Nm 1562 5 1562 5 0 0,5 Moment MY Nm 8437 5 8437 5 0 0. 5 Moment MZ Nm 3125 0 3125 0 0 0,1 Moment MX Nm 1562 5 1562 5 0 0. 1 Moment MY Nm 8437 5 8437 5 0 0,1 Moment MZ Nm 3125 0 3125 0 0 0.
5 Displacement UY m 0 029762 0 029762 0 0,5 Rotation RX rad 0 16071 0 16071 0 0. 5 Displacement UZ m 0 37004 0 37004 0 0,CONCLUSIONS. Exact agreement of results,March 2014 page 6 73, Autodesk Robot Structural Analysis Professional Verification Manual AFNOR benchmarks. VERIFICATION EXAMPLE,Bending of rigidly connected beams SSLL05 89. Name of the test SSLL05 89,Reference AFNOR, Specification Beams with rigid link bending of non compressible bars.
GEOMETRY Length L 2 m distance 0 2 m,Left ends fixed right rigidly linked. Section Iz 4 3e 8 Ax 1 0 E 2e11,DATA FILE SSLL05 str. COMPARISON,Difference,Node Compared result Robot AFNOR. 2 Displacement m 0 125 0 125 0 0,4 Displacement m 0 125 0 125 0 0. 1 Vertical reaction N 500 500 0 0,1 Moment My Nm 500 500 0 0.
3 Vertical reaction N 500 500 0 0,3 Moment My Nm 500 500 0 0. CONCLUSION,Exact agreement of results,taking into account different sign convention. March 2014 page 7 73, Autodesk Robot Structural Analysis Professional Verification Manual AFNOR benchmarks. VERIFICATION EXAMPLE,2D circular arch bending SSLL06 89. Name of the test SSLL06 89,Reference AFNOR, Specification Bending of a quarter circle fixed at the end made from hollow round section.
elastic linear material non compressible bars assumed. GEOMETRY Radius of the circle 3 m upper end fixed,Section R 10mm thickness 2mm Ax 1 0 E 2e11. DATA FILE SSLL06 str,COMPARISON,Difference,Node Compared result Robot AFNOR. 91 Displacement UX m 0 3791 0 3791 0 0,91 Displacement UZ m 0 2417 0 2417 0 0. 91 Rotation RY rad 0 1654 0 1654 0 0,CONCLUSION,Exact agreement of results. March 2014 page 8 73, Autodesk Robot Structural Analysis Professional Verification Manual AFNOR benchmarks.
VERIFICATION EXAMPLE,3D circular arch transverse bending SSLL07 89. Name of the test SSLL07 89,Reference AFNOR, Specification A quarter circle fixed at the end bending and torsion of a thin walled hollow. round section material elastic linear isotropic,GEOMETRY Radius of the circle 1 m lower end fixed. Section R 10mm thickness 2mm E 2e11,DATA FILE SSLL07 str. COMPARISON,Difference,Node Compared result Robot AFNOR.
91 Displacement UX m 0 13461 0 13462 0 0,16 Moment MX Nm 74 115 mean 74 118 0 004. 16 Moment MZ Nm 96 589 mean 96 592 0 003,CONCLUSIONS. Excellent agreement of results,March 2014 page 9 73. Autodesk Robot Structural Analysis Professional Verification Manual AFNOR benchmarks. VERIFICATION EXAMPLE,2D semi circular arch bending SSLL08 89. Name of the test SSLL08 89,Reference AFNOR, Specification A half circle simply supported at the ends bending of a thin walled hollow.
round section material elastic linear isotropic,GEOMETRY Radius of the circle 3 m upper end fixed. Section R 10mm thickness 2mm Ax 1 0 E 2e11,DATA FILE SSLL08 str. COMPARISON,Difference,Node Compared result Robot AFNOR. 1 Rotation RY rad 3 0774e 2 3 0774e 2 0 0,181 Rotation RY rad 3 0774e 2 3 0774e 2 0 0. 91 Displacement UZ m 1 9206e 2 1 9206e 2 0 0,181 Displacement UX m 5 3912e 2 5 3912e 2 0 0.
CONCLUSIONS,Exact agreement of results,taking into account different sign convention. March 2014 page 10 73, Autodesk Robot Structural Analysis Professional Verification Manual AFNOR benchmarks. VERIFICATION EXAMPLE,Plane truss with nodal loads SSLL09 89. Name of the test SSLL09 89,Reference AFNOR, Specification Truss made of two bars material elastic linear isotropic. DATA FILE SSLL09 str,COMPARISON,Difference,Node Compared result Robot AFNOR.
3 Displacement UZ m 3 000 e 3 3 000 e 3 0 0,1 3 Tensile force N 21 000 e 3 21 000 e 3 0 0. 2 3 Displacement UZ m 21 000 e 3 21 000 e 3 0 0,CONCLUSION.


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