منبع : ايران سازهDESIGN GUIDE FOR CIRCULAR AND RECTANGULAR HOLLOW SECTION WELDED JOINTS UNDER FATIGUE LOADING
Author: X.-L.
Zhao, S. Herion, J. A. Packer, R. S. Puhtli, G. Sedlacek, J. Wardenier,
K. Weynand, A. M. van Wingerde, N. F. Yeomans | Size: 5.8 MB | Format:
PDF | Publisher: TÜV-Verlag | Year: 2001 | pages: 122 | ISBN: 3824905655

Structural
hollow sections are widely used in many applications in the field of
construction and mechanical engineering, where fatigue is an essential
aspect in design and fabrication. Basically, the same fatigue design
aspects and design principles apply for hollow sections as they do for
open profiles. However, the welded connections between hollow sections
(for example K-joints) need to be considered in a different way, based
on the non-uniform stress distribution around the welded intersection
and the secondary bending stresses in the joint. The objective of this
design guide is to give design recommendations for structural hollow
sections under fatigue loading. Principally the theory applied in this
book is based on the hot spot stress approach. The latest results of
research work carried out by CIDECT and other research organisations,
particularly dealing with the stress concentration factors, have been
utilised in this design guide. This design guide is the eighth in the
series “Construction with Hollow Steel Sections”, which CIDECT has
published:
1. Design guide for circular hollow section (CHS) joints under predominantly static loading
2. Structural stability of hollow sections
3. Design guide for rectangular hollow section (RHS) joints under predominantly static loading
4. Design guide for structural hollow section columns exposed to fire
5. Design guide for concrete filled hollow section columns under static and seismic loading
6. Design guide for structural hollow sections in mechanical applications
7. Design guide for fabrication, assembly and erection of hollow section structures
8. Design guide for circular and rectangular hollow section welded joints under fatigue loading
We express our sincere thanks to Dipl.-Ing. D. Dutta, Germany, Dr.-Ing.
D. Grotmann of RWTH Aachen, Germany, Dr.-Ing. S. Herion of University of
Karlsruhe, Germany, Prof. Dr.- Ing. F. Mang of University of Karlsruhe,
Germany, Prof. Dr. J.A. Packer of University of Toronto, Canada, Dr.Ir.
E. Panjeh Shahi of Vekoma, The Netherlands, Prof. Dr.-Ing. R. S. Puthli
of University of Karlsruhe, Germany, Dr.Ir. A. Romeijn of Delft
University of Technology, The Netherlands, Prof. Dr.-Ing. G. Sedlacek of
RWTH Aachen, Germany, Dr.- Ing. N. Stranghöner of RWTH Aachen, Germany,
Prof.Dr.Ir. J. Wardenier of Delft University of Technology, The
Netherlands, Dr.-Ing. K. Weynand of RWTH Aachen, Germany, Dr.Ir. A. M.
van Wingerde of Delft University of Technology, The Netherlands, Mr.
N.F. Yeomans of British Steel Tubes and Pipes, United Kingdom, and Dr.
X.-L. Zhao of Monash University, Australia, for their valuable
contributions and comments. Further, the support of the CIDECT member
firms is gratefully acknowledged.
http://www.filesonic.com/file/129735851/Cidect_DG8_1st_edt.pdf
AISC - Steel Construction Manual - 13th Edition
PDF : 355 MB
Pages : 2186
This is split in to 11 parts since I experienced much problems in uploading. Scanned file but quality is good
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Steel Construction Manual, 13th Edition
American Institute of Steel Construction | 2006 | ISBN: 156424055X | 2190 pages | PDF | 80 MB
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Errata to 13th Ed. Manual - 2nd Printing
http://www.aisc.org/WorkArea/showcontent.aspx?id=4784