Design Guide For Circular And Rectangular Hollow Section Welded Joints Under Fatigue Loading

Author : Xiao-Ling Zhao
Publisher :
ISBN 13 : 9783824905652
Total Pages : 121 pages
Book Rating : 4.55/5 ( download)

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Download or read book Design Guide for Circular and Rectangular Hollow Section Welded Joints Under Fatigue Loading written by Xiao-Ling Zhao and published by . This book was released on 2001 with total page 121 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Author : X. L. Zhao
Publisher :
ISBN 13 : 9783824907748
Total Pages : pages
Book Rating : 4.47/5 ( download)

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Download or read book Design Guide for Circular and Rectangular Hollow Section Welded Joint Under Fatigue Loading written by X. L. Zhao and published by . This book was released on 2003 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt:

Author : Puthli
Publisher : CRC Press
ISBN 13 : 9789058091918
Total Pages : 616 pages
Book Rating : 4.10/5 ( download)

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Download or read book Tubular Structures IX written by Puthli and published by CRC Press. This book was released on 2001-01-01 with total page 616 pages. Available in PDF, EPUB and Kindle. Book excerpt: A reference for architects and engineers, this work covers themes on architecture, case studies, and the application and strengths of tubular beams.

Author : JeffreyA. Packer
Publisher : Routledge
ISBN 13 : 1351406728
Total Pages : 1477 pages
Book Rating : 4.27/5 ( download)

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Download or read book Tubular Structures XI written by JeffreyA. Packer and published by Routledge. This book was released on 2017-10-02 with total page 1477 pages. Available in PDF, EPUB and Kindle. Book excerpt: This topical book contains the latest scientific and engineering developments in the field of tubular steel structures, as presented at the "11th International Symposium and IIW International Conference on Tubular Structures". The International Symposium on Tubular Structures (ISTS) has a long-standing reputation for being the principal showcase for manufactured tubing and the prime international forum for discussion of research, developments and applications in this field. Various key and emerging subjects in the field of hollow structural sections are covered, such as: novel applications and case studies, static and fatigue behaviour of connections/joints, concrete-filled and composite tubular members, earthquake resistance, specification and code developments, material properties and structural reliability, impact resistance and brittle fracture, fire resistance, casting and fabrication innovations. Research and development issues presented in this book are applicable to buildings, bridges, offshore structures, entertainment rides, cranes, towers and various mechanical and agricultural equipment. This book is thus a pertinent reference source for architects, civil and mechanical engineers, designers, steel fabricators and contractors, manufacturers of hollow sections or related construction products, trade associations involved with tubing, owners or developers of tubular structures, steel specification committees, academics and research students. The conference presentations herein include two keynote lectures (the International Institute of Welding Houdremont Lecture and the ISTS Kurobane Lecture), plus finalists in the CIDECT Student Papers Competition. The 11th International Symposium and IIW International Conference on Tubular Structures – ISTS11 – took place in Québec City, Canada from August 31 to September 2, 2006.

Author : X-L Zhao
Publisher : Elsevier
ISBN 13 : 0857093126
Total Pages : 96 pages
Book Rating : 4.27/5 ( download)

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Download or read book Fatigue Design Procedure for Welded Hollow Section Joints written by X-L Zhao and published by Elsevier. This book was released on 2000-05-08 with total page 96 pages. Available in PDF, EPUB and Kindle. Book excerpt: This International Institute of Welding (IIW) report was presented at the 52nd Annual Assembly in Lisbon in June 1999. It contains recommendations representing a consensus on international best practice, focusing on a 'hot spot stress' approach.A wide range of joint types is covered, the new fatigue design curve for both RHS and CHS is dealt with and detailed values for stress concentration factors are provided.The purpose of this current IIW document is to serve both as an International Standards Organisation (ISO) draft specification and as a model standard for national and regional specifications worldwide.The Recommendations (Part one) and Commentary (Part two) were edited by Dr X-L Zhao of Monash University, Australia and Professor J A Packer of the University of Toronto, Canada.

Author : Angel Alonso
Publisher : Routledge
ISBN 13 : 1351406760
Total Pages : 640 pages
Book Rating : 4.65/5 ( download)

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Download or read book Tubular Structures X written by Angel Alonso and published by Routledge. This book was released on 2017-10-02 with total page 640 pages. Available in PDF, EPUB and Kindle. Book excerpt: This volume contains the Kurobane lecture and proceedings of the Tenth International Symposium on Tubular Structures - ISTS10, held in Madrid, Spain, 18-20 September 2003. The ISTS10 provides a platform for the presentation and discussion of seventy-three lectures covering themes including: bridges; roofs; design aspects and case studies; static joint behaviour; fatigue; members; beam-column connections; finite element methods; concrete filled tubes; trusses and frames; cast nodes; and behaviour of tubular structures under fire. This book provides a useful reference work for architects, civil and mechanical engineers, designers, manufacturers and contractors involved with tubular structures.

Author : Dr.-Ing. Patrick Heinemann
Publisher : GRIN Verlag
ISBN 13 : 3346815684
Total Pages : 189 pages
Book Rating : 4.82/5 ( download)

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Download or read book Contribution on the behavior of welded joints to metallic structural elements with tubular section written by Dr.-Ing. Patrick Heinemann and published by GRIN Verlag. This book was released on 2023-02-22 with total page 189 pages. Available in PDF, EPUB and Kindle. Book excerpt: Doctoral Thesis / Dissertation from the year 2022 in the subject Engineering - Civil Engineering, grade: Summa cum laude, , language: English, abstract: Steel structures, which are made of hollow section profiles are mainly used for construction structures. There are many fields of applications for structures made of hollow section profiles. Hollow section profiles are lightweight and have got a high resistance to compression, which is an advantage for column structures. The most common profile types have squared or circular hollow cross sections. Connecting two or more pipes by welding, the joints have got different shapes. These joints are part of trusses or columns with a tree-shaped optic. The standards have got restrictions regarding the geometry, material or load cases. By choosing a node, which is excluded in the standards, designing engineers have to create their own models. This thesis is about the designing of a Y-shaped steel joint, full overlapped on top connection, which is not defined in current standards up to the time the thesis is created. In this thesis only uniplanar joints are investigated. A special focus is on the welding line, which has got a three-dimensional shape. The aim is to figure out the influence on the inclination angle between the two members on the resistance of the joint. Beside this, the profile shape and profile thickness vary to see the differences in their resistance. Square and circular hollow section profiles are in focus. To analyse the behaviour of the different steel joints, a numerical and experimental investigation is executed. Design charts are created as a medium for designing engineers to calculate the ultimate resistance in the elastic and plastic state, depending on the steel profile, thickness and inclination angle. The structure of the thesis is split into four main parts. Firstly, there is an explanation of the general topic with its difficultness. Secondly, there is the state-of-the-art presentation of literature and standards in this range. Thirdly, there is a numerical analysis of the joints. The basement of the numerical studies is detailed in pre-studies, which explain and compare different mesh types or geometrical variations. Fourthly, there is an experimental verification of the numerical tests. It is figured out, if the inclination angle increase, the resistance of the steel joint will decrease significantly. This effect is non-linear. Beside this, it is found, that the full overlapped joint with the squared profile has got a higher resistance than a comparable joint with a similar circular hollow section.

Author : Dieter Radaj
Publisher : Woodhead Publishing
ISBN 13 : 1845691881
Total Pages : 661 pages
Book Rating : 4.82/5 ( download)

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Download or read book Fatigue Assessment of Welded Joints by Local Approaches written by Dieter Radaj and published by Woodhead Publishing. This book was released on 2006-10-30 with total page 661 pages. Available in PDF, EPUB and Kindle. Book excerpt: Local approaches to fatigue assessment are used to predict the structural durability of welded joints, to optimise their design and to evaluate unforeseen joint failures. This standard work provides a systematic survey of the principles and practical applications of the various methods. It covers the hot spot structural stress approach to fatigue in general, the notch stress and notch strain approach to crack initiation and the fracture mechanics approach to crack propagation. Seam-welded and spot-welded joints in structural steels and aluminium alloys are also considered.This completely reworked second edition takes into account the tremendous progress in understanding and applying local approaches which has been achieved in the last decade. It is a standard reference for designers, structural analysts and testing engineers who are responsible for the fatigue-resistant in-service behaviour of welded structures. Completely reworked second edition of a standard work providing a systematic survey of the principles and practical applications of the various methods Covers the hot spot structural stress approach to fatigue in general, the notch stress and notch strain approach to crack initiation and the fracture mechanics approach to crack propagation. Written by a distinguished team of authors

Author : Greg Hancock
Publisher : Elsevier
ISBN 13 : 008052933X
Total Pages : 255 pages
Book Rating : 4.32/5 ( download)

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Download or read book Cold-formed Tubular Members and Connections written by Greg Hancock and published by Elsevier. This book was released on 2005-08-17 with total page 255 pages. Available in PDF, EPUB and Kindle. Book excerpt: Cold formed structural members are being used more widely in routine structural design as the world steel industry moves from the production of hot-rolled section and plate to coil and strip, often with galvanised and/or painted coatings. Steel in this form is more easily delivered from the steel mill to the manufacturing plant where it is usually cold-rolled into open and closed section members.This book not only summarises the research performed to date on cold form tubluar members and connections but also compares design rules in various standards and provides practical design examples.

Author : A Hobbacher
Publisher : Woodhead Publishing
ISBN 13 : 9781855733152
Total Pages : 132 pages
Book Rating : 4.53/5 ( download)

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Download or read book Fatigue Design of Welded Joints and Components written by A Hobbacher and published by Woodhead Publishing. This book was released on 1996-10-31 with total page 132 pages. Available in PDF, EPUB and Kindle. Book excerpt: These recommendations present general methods for the assessment of fatigue damage in welded components, which may affect the limit states of a structure, such as ultimate limit state and serviceability limited state. Fatigue resistance data is given for welded components made of wrought or extruded products of ferritic/pearlitic or banitic structural steels up to fy = 700 Mpa and of aluminium alloys commonly used for welded structures.