05 Welded Joints (Statics)

 

5CB-3/14, Uniformly Heated Truss (2014-10-13)

Location: University of Manchester
Person: Y. C. Wang, E. Ozyurt, T. Mustard
Language: English

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This report presents the results of a numerical investigation into the behaviour of welded steel tubular truss at elevated temperatures. The purpose is to assess whether the current method of calculating truss member limiting temperature, based on considering each individual truss member and using the member force from ambient temperature analysis, is suitable. Finite Element (FE) simulations were carried out for Circular Hollow Section (CHS) trusses using the commercial Finite Element software ABAQUS v6.10-1[1]. The FE simulation model had been validated against available fire test results on trusses. The simulated trusses were subjected to constant mechanical loads and then increasing temperatures until failure. The elevated temperature stress-strain curves were based on Eurocode EN-1993-1-2 [2]. Initial geometrical imperfections were included, based on the lowest buckling mode from eigenvalue analysis.

The numerical parametric study examined the effects of truss type, joint type, truss span-to-depth ratio, critical member slenderness, applied load ratio, number of brace members, initial imperfection and thermal elongation on critical temperatures of the critical truss members.

These critical temperatures were then compared with the member-based critical temperatures, which were numerically calculated using ABAQUS but using the member forces obtained from ambient temperature structural analysis as would be the case in the current design method.

The results of the numerical parametric study indicate that due to truss undergoing large displacements at elevated temperatures, some truss members (compression brace members near the truss centre) experience large increases in member forces. Therefore, when calculating the member critical temperatures, it would not be safe to use the member forces from the ambient temperature structural analysis. Using the ambient temperature member force may overestimate the truss member critical temperature (based on truss analysis) by 100oC.

Finally, this report proposes and validates an analytical method to take into consideration the additional compression force due to large truss displacement. This is based on assuming a maximum truss displacement of span over 30.

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5CC-6/13, New Chord Load Function (2013-11-01)

Location: University of Karlsruhe
Person: T. Ummenhofer, A. Lipp
Language: English

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Circular and rectangular hollow sections are used as structural elements of bridges, buildings, crane constructions and onshore- and offshore-wind energy plants. In many cases, joints of these constructions are welded. This facilitates a direct transfer of section forces and moments between the connected structural elements.

For both economical and aesthetical reasons, elements for stiffening joints, gusset plates, flange plates, etc. are not used in many cases. The load bearing capacity of an unstiffened joint depends mainly on geometrical and material parameters. The ultimate brace load-bearing capacity also depends on axial chord stresses. Already in the 1960’s, studies on the influence of chord pre-loading on the brace load capacity were published. The results of these early studies have been that compressive chord stresses reduce the load-bearing capacity of the joint.

For tensile chord stresses, it was supposed that these stresses only lead to an insignificant reduction of the ultimate brace load-bearing capacity due to stabilisation of the chord wall by tensile stresses. However, no limitations of chord deformation in the ultimate and serviceability limit state were considered at that time. More recent studies, which also consider different deformation criteria, indicate that there is a limitation of joint strength (due to governing deformation aspects) when the chord stresses although not as severe as for compressive stresses.

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5CD-7/13, Survey of Solutions for Seismic Design of Hollow Section Connections (2013-07-01)

Location: Imperial College London, University of Toronto
Person: A. Y. Elghazouli, J. A. Packer, T. Mustard, G. Iglesias
Language: English

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This report presents a review of connection design focusing on methods which are already “pre-approved” (acceptable to code), for use by engineers in steel-framed structures, using hollow sections and subject to seismic loading. This is intended to illustrate the limited options currently available to structural engineers.

The survey predominantly covers European and North American design solutions, but the latter is also heavily influenced by Japanese practice. The scope covers both braced frame connections (utilizing hollow sections for at least the bracing members) and un-braced frame connections (utilizing hollow section columns), the latter including both rigid and semi-rigid beam-to-hollow section column connections.

Dissipative and non-dissipative connection types are considered, where appropriate. Emphasis is placed on connection concepts and principles, rather than detailed formulae, but reference is given to sources for further details. Areas in which there is a paucity of established design guidance are noted and the report concludes with recommendations for further research and development on specific types of connections to hollow sections, subject to seismic loading.

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5CA-7/12, Comprehensive Discussion of Results of Available Research on the Effect of Tensile Chord Stresses on the Load Capacity of Unstiffened, Welded Hollow Section Joints (2007-07-01)

Location: University of Karlsruhe
Person: T. Ummenhofer, A. Lipp, G. Iglesias
Language: English

more…

Circular and rectangular hollow sections are used as load-bearing elements of bridges, buildings, crane constructions and onshore- and offshore-wind energy plants. In many cases joints of these constructions are welded, this enables a direct transfer of section forces and moments between the connected structural elements.

Both for economical and aesthetical reasons, in many cases no elements for stiffening of joints, gusset plates, flange plates, etc. are used. The load bearing capacity of an unstiffened joint depends mainly on geometrical and material parameters. The ultimate brace load bearing capacity also depends on axial chord stresses. Already in the 1960’s, studies on the influence of chord pre-loading on the brace load capacity were published.

The results of these early studies have been that compressive chord stresses reduce the load bearing capacity of the joint. For tensile chord stresses the belief has been that these stresses only lead to an insignificant reduction of the ultimate brace load bearing capacity due to stabilization of the chord wall by tensile stresses. However, no limitations of chord deformation in the ultimate and serviceability limit state were considered at that time. More recent studies, which also consider different deformation criteria, indicate that there exists a reduction of joint strength when subjected to tensile chord stresses although not as severe as for compressive stresses.

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5BY-5/11, Design charts for RHS and CHS Weld sizes for steel up to S460  (2011-07-31)

Location: Competence Centre for Tubes and Hollow Sections
Person: S. Herion, O. Fleischer, M. Schneider, O. Josat
Language: English

 

5BX-4/11, Static strength of RHS K joints with holes for galvanization  (2011-07-31)

Location: University of Oviedo
Person: M.A. Serrano, C. López-Colina, J.J. del Coz, G. Iglesias, J. González, J.J. del Campo
Language: English

 

5BT-1/11, Adaptation and extension of the design formulae for joints made of high strength steels up to S690 which are valid for cold-formed and hot-rolled sections  (2011-07-19)

Location: Karlsruhe Institute of Technology, Munich University of Applied Science
Person: R. Puthli, Ö. Bucak, S. Herion, O. Fleischer, A. Fischl, O. Josat
Language: English

 

5BS-3/10, Branch plate-to-Circular Hollow Structural Section Connections  (2010-07-14)

Location: University of Toronto
Person: A.P. Voth, J.A. Packer
Language: English

 

5BU-7/07, Effect of chords loads on the stregth of RHS uniplanar gap K-joints  (2007-01-27)

Location: Delft University
Person: J. Wardenier
Language: English

 

5BN-3.04 & APPENDIX Modified Design Equations for RHS-K-Joints with 100% overlap  (2004-12-31)

Location: Delft University
Person: Y. Chen / D. K. Liu / J. Wardenier
Language: English

 

5BQ-5_04 INTERIM - Design Guide for CHS Joints Under Predominantly Static Loading  (2004-12-31)

Location: Sojo University
Person: Y. Kurobane
Language: English

 

5BR-6_04 INTERIM - Design Guide for RHS Joints Under Predominantly Static Loading  (2004-12-31)

Location: Toronto University
Person: J. A. Packer
Language: English

 

5BM-8/03 Application of the component method to joints between hollow and open sections  (2003-12-31)

Location: Liege University
Person: K. Weynand / J. P. Jasport / L. Ly
Language: English

 

5BP-6/03 INTERIM 1 - Development of a Full Consistent Design Approach for Bolted and Welded Joints in Building Frames and Trusses between Steel Member  (2003-12-31)

Location: Liege University
Person: J. P. Jasport / K. Weynand / R. Klinkhammer
Language: English

 

5BK-4/03 (REVISED) New chord load function for Circular Hollow Section Joints  (2003-12-31)

Location: Delft University / Kumamoto University
Person: G. J. van der Vegie / D. K. Liu / Y. Makino / J. Wardenier
Language: English

 

5BJ-3/02 Multiplanar RHS K-Joints  (2002-12-31)

Location: Delft University
Person: J. Wardenier / D.K. Liu
Language: English

 

5BI/5BL-5/01 Static behaviour of joints made of thin walled cold formed hollow sections  (2001-12-31)

Location: Karlsruhe University
Person: H. Stauf / J. Krampen
Language: English

 

5BH-4/99 Plate connections to RHS columns at brace points  (1999-12-31)

Location: Toronto University
Person: J. A. Packer / N. Kosteski / J. J. Cao
Language: English

 

5AX-7/98 The Static Strength of I-beam to Circular Hollow Section Column Connections  (1998-12-31)

Location: Aachen University
Person: G. D. de Winkel
Language: English

 

5AX-98/12 REP 2 The Static Strength of I-beam to Circular Hollow Section Column Connections  (1998-12-31)

Location: Delft University
Person: G. D. de Winkel
Language: English

 

5BD-9/98 Static strength of high strength steel tubular joints (Chap 1-3 / 4 / 5-6 / 7-10)  (1998-12-31)

Location: Delft University-TNO Bomel
Person: G. Noodhoek / A. Verheul
Language: English

 

5AX-6/98 REP 1 The Static Strength of I-beam to Rectangular Hollow Section Column Connections  (1998-12-31)

Location: Delft University
Person: L. H. Lu
Language: English

 

5BF-10/98 Analysis of existing and new data for multiplanar KK joints with CHS  (1998-12-31)

Location: Kumamoto University
Person: Y. Kurobane / Y. Makino
Language: English

 

BG-11/98 Static strength of Uniplanar and multiplanar connections in RHS  (1998-12-31)

Location: Delft University
Person: Y. Yu
Language: English

 

5BB-8/98 Rotational stiffness of welded RHS beam-to-column connections  (1998-12-31)

Location: Aachen University
Person: D. Grotmann / G. Sedlacek
Language: English

 

5BE-10/96 L Joints made of Circular Hollow Structure  (1996-12-31)

Location: Karlsruhe University
Person: J. Krampen
Language: English

 

5AQ-5-96 Use of Cold-formed RHS in Welded Structures, Subject to Low Ambient Temperatures  (1996-12-31)

Location: Lappeenranta University
Person: E. J. Niemi
Language: English

 

5AW-8/95 The Development of Design Methods for The cost effective Application of Multi-planar Connections: Phase II static strength of RHS joints  (1995-12-31)

Location: Delft University
Person:
Language: English

 

5AU-8/94 Reinforced Branch Plate-To-RHS Connections In Tension and Compression (extension to 5AK)  (1994-12-31

Location: New Brunswick University
Person: S. Guravich
Language: English

 

5BC-13/94 (INTERIM) Beam-CHS column joints with reinforced concrete techniques  (1994-12-31)

Location: CREA Consortium Massa (ITALY)
Person: S. Pustorino
Language: English

 

5AW-10/93 (TS & MD) The Development of Design Methods for The cost effective Application of Multi-planar Connections: Phase II static strength of RHS  (1993-12-31)

Location: Tubes & Pipes Corby
Person:
Language: English

 

5AS-93/8 Study of the behaviour under static loads of welded triangular and rectangular lattice girders made with CHS  (1993-12-31)

Location: Liege University
Person: J. Rondal
Language: English

 

5AV-26/92 Design Criteria For Concrete-Filled HSS Joints  (1992-12-31)

Location: Toronto University
Person: J. A. Packer
Language: English

 

5AW-92 Phase II, Final Report, Part 1: Experimental and Numerical investigation on the Static Strength of Multiplanar Welded DX- and X-joints in R.H.S  (1992-12-31)

Location: Delft University
Person: C. H. M. de Koning D. K. Liu / R. S. Puthli / J. Wardenier
Language: English

 

5AY-6/92 Beam to Column Connections Between Tubular and Open Section  (1992-12-31)

Location: Nottingham University
Person: M. Saidani / D. A. Nethercot
Language: English

 

5BF - Monty & Rondal - Note on report on K-K joints  (1992-12-31)

Location: Monty & Rondal
Person: J. C Paul
Language: English

 

5AS-92/1 Study of the behaviour under static loads of welded triangular and rectangular lattice girders made with CHS  (1992-12-31)

Location: Liege University
Person: J. Mouty / J. Rondal
Language: English

 

5AN-27/92 Design Rules for Welds in RHS K, T, Y and X Connections  (1992-12-31)

Location: Toronto University
Person: G. Frater / J. Wardenier
Language: English

 

5AV-13/91 Concrete filled SHS T and K joints  (1991-12-31

Location: Toronto University
Person: J. A. Packer / W. W. Kenedi
Language: English

 

5AV-90/9 Concrete-Filled Hollow Structural Sections under Transverse Compression  (1990-12-31)

Location: Toronto University
Person: J. A. Packer / C. Fear
Language: English

 

5AT-90/21 Separated Double chord RHS Warren Truss Design Program - Users Manual  (1990-12-31)

Location: McMaster University
Person: R. Luft / R. M. Korol
Language: English

 

5AH2/5AP-90/20 5AH2 - Study of Maximum Permissible Weld Gaps in Connections with Plane End Cuttings  (1990-12-31)

Location: Liege University
Person: J. Rondal
Language: English

 

5AR-90/10 The Influence of Multiplanar Loading on the Strength and Stiffness of Tubular Joints  (1990-12-31)

Location: Delft University
Person: T. J. van den Broek / R. S. Puthli / J. Wardenier
Language: English

 

5AN/2-90/7 EXTRA - Design of Fillet Weldments For Hollow Structural Section Trusses  (1990-12-31)

Location: Toronto University
Person: G. Frater / J. A. Packer
Language: English

 

5AN/2-90/7 Design of Fillet Weldments For Hollow Structural Section Trusses  (1990-12-31)

Location: Toronto University
Person: G. Frater / J. A. Packer
Language: English

 

5AL-90 Beam/Column behaviour of Steel Tubes filled with High Strength Concrete  (1990-12-31)

Location: University of British Columbia
Person: H. G. L. Prion / J. Boehme
Language: English

 

5AH2/5AP-88-10 5AH2 - Study of Maximum Permissible Weld Gaps in Connections with Plane End Cuttings 5AP - S  (1988-12-31)

Location: Liege University
Person: J. Rondal
Language: English

 

5AK-88 Performance of Connections Between HSS Columns and W Shape Beams  (1988-12-31)

Location: Hamilton Ontario
Person: J. I. Dawe / C. K. Liew
Language: English

 

5AQ-88/13 Behaviour of Rectangular Hollow Section K-Joints at low temperature  (1988-12-31)

Location: Lappeenranta University
Person: E. Niemi / J. Lehtinen / I. Sorsa
Language: English

 

(5AD) EUR 9430 EN - Development of design recommendations for Welded Joints of Steel Constructions, made with Structural Hollow Sections and with Stru  (1988-12-31)

Location: British Steel / Delft University
Person: T. W. Giddings / N. F. Yeomans / J. Wardenier
Language: English

 

5AM-88/4E Static Strength of Circular Hollow Section to Plate Connections  (1988-12-31)

Location: Karlsruhe University
Person: D. Dutta / F. Mang
Language: English

 

5W2-88/1E A Spreadsheet for HSS Triangular Truss Joint Design  (1988-12-31)

Location: Montreal University
Person: D. Bauer / R. G. Redwood
Language: English

 

5AM-87/3 (CHS) + 5AM-87/2 (RHS) Static Strength of Circular Hollow Section to Plate Connections  (1987-12-31)

Location: Karlsruhe University
Person: D. Dutta / F. Mang
Language: English

 

5AH2/5AP-87-8E 5AH2 - Study of Maximum Permissible Weld Gaps in Connections with Plane End Cuttings  (1987-12-31)

Location: Liege University
Person: J. Rondal
Language: English

 

5AN-87/1 Weldment Design for Hollow Structural Section Joints  (1987-12-31)

Location: Toronto University
Person: G. Frater / J. A. Packer
Language: English

 

5W2-87/11E Triangular Trusses Fabricated from Rectangular Hollow Sections  (1987-12-31)

Location: Montreal University
Person: D. Bauer
Language: English

 

5AN-86/2 Weldment Design for Hollow Structural Section Joints  (1986-12-31)

Location: Toronto University
Person: G. Frater / J. A. Packer
Language: English

 

(5AD) EUR 9453 DE - Entwicklung von Konstruktionsempfehlungen fur Geschweisste Knoten Aus Stahlhohlprofilen (T- und X-Knoten)  (1986-12-31)

Location: Mannesmann
Person: D. Dutta
Language: German

 

5AH-85/1E & F Flat cutting of tube ends for joining circular hollow sections  (1985-12-31)

Location: Liege University
Person: V. A. Tuan / J. Rondal
Language: English & French

 

(5AD) EUR 9461 FR - Perfectionnement Des Methodes de Conception et de Calcul des Assemblages Soudes de Profils Creax sur Profils de Type H en Acier  (1985-12-31

Location: Cometube
Person: L. Petit / Lachal / J. Mouty / J-M. Aribert
Language: French

 

(5AD) EUR 9430 EN - Development of design recommendations for Welded Joints of Steel Constructions, made with Structural Hollow Sections and with Stru  (1985-12-31

Location: Delamine
Person: F. Fumagalli / A. Pugno
Language: Italian / French / English

 

5AL-85/4E Simple Beam Connections for Concrete Filled Steel Tubes  (1985-12-31

Location: McGill University
Person: E. Dunberry / D. Leblanc / R. G. Redwood
Language: English

 

5W2-84/3E Tests of HSS double T-Joints  (1984-12-31)

Location: Montreal University
Person: D. Bauer / R. G. Redwood
Language: English

 

5AD-84/16 Improvement of Design & Calculation Methods for Steel Hollow Sections to H type Section Welded Joints  (1984-12-31)

Location: Karlsruhe University
Person: J. Mouty
Language: English

 

5AD-84/12 The development of recommendations for the design of welded joints between steel structural hollow sections (T- & X- type joints)  (1984-12-31)

Location: Karlsruhe University
Person: F. Mang / O. Bucak / F. Wolfmuller
Language: English

 

5AD-84/11Development of design recommendations for SHS joints (general Programme)  (1984-12-31)

Location: BSC Tubes Division
Person: T. W. Giddings
Language: English

 

(5AD) Stevin Rep 6-84-18 - The Static Strength of Welded Joints Between Structural Hollow Sections or Between Structural Hollow A sections and H-Secti  (1984-12-31)

Location: Delft University
Person: C.H.M. de Koning / J. Wardenier
Language: English

 

(5AD) Stevin Rep 6-84-19 - Part 2: Joints Between Rectangular Hollow Sections  (1984-12-31)

Location: Delft University
Person: C.H.M. de Koning / J. Wardenier
Language: English

 

(5AD) Stevin Rep 6-84-20 - Part 3: Joints Between Structural Hollow Section Bracings and a H-section Chord  (1984-12-31)

Location: Delft University
Person: C.H.M. de Koning J. Wardenier
Language: English

 

5AF-84-5 The Local Strength of Welded RHS T-Joints Subjected to Bending Moment  (1984-12-31)

Location: Kobe University
Person: M. Tabuchi / H. Kanatani / T. Kamba
Language: English

 

5AJ-84/9 Interpretation of CIDECT Monograph 6 on welded structural hollow section connections  (1984-12-31)

Location: Toronto University
Person: J. Packer
Language: English

 

5AD-84/23 Development of design recommendations for SHS joints (general Programme)  (1984-12-31)

Location: BSC Tubes Division
Person: T. W Giddings / N. F. Yeomans
Language: English

 

5AK-84/8 Semi-rigid Connection Between a W and an HSS Column  (1984-12-31)

Location: New Brunswick University
Person: J. l. Dawe / G. Y. Grondin
Language: English

 

5AC-84/7 Behaviour of Bolted Connections for Tubular Hollow Structural Section Truss Joints  (1984-12-31)

Location: Manitoba University
Person: G. Morris / M. Chislett
Language: English

 

(5AD) EUR 9462 EN - The Development of Recommendations for the Design of Welded Joints Between Steel Structural Hollow Sections and H-Sections  (1984-12-31)

Location: British Steel
Person: T. W. Giddings
Language: English

 

5V-83/3 The behaviour of RHS Double Chord Warren Trusses and Aspects of Design  (1983-12-31)

Location: McMaster University
Person: R. M. Korol
Language: English

 

5AD The Development of Recommendations for the design of welded joints between steel structural hollow sections (T and X type joints)  (1983-12-31)

Location: Karlsruhe University
Person: D. Dutta
Language: German / English

 

5AG-83/5 Beam - Column Welded Stud Connections  (1983-12-31)

Location: Liege University
Person: R. Maquoi / X. Naveau / J. Rondal
Language: English/French

 

5K-83/2 Designing HSS Trusses with End-Cropped Webs  (1983-12-31)

Location: Manitoba University
Person: G. A. Morris
Language: English

 

5AF2-82/2 Bending tests on T joints of RHS chord and RHS branch  (1982-12-31)

Location: Kobe University
Person: H. Kanatani / K. Fujiwara / M. Tabuchi / T. Kamba
Language: English

 

5V/2-82_7 An Investigation into the Behaviour of Double Chord HSS Trusses  (1982-12-31)

Location: Hamilton University
Person: R. M. Korol / F. A. Mira / E. T-C Chiu
Language: English

 

5Jt-81/8 Elastic-Plastic Finite Element Analysis of Rectangular Hollow Section T-Joints  (1981-12-31)

Location: Hamilton University
Person: R. M. Korol / F. A. Mirza / L. Elhifnawy
Language: English

 

5W-81/1 Welded Joints for Triangular Trusses  (1981-12-31

Location: Montreal University
Person: R. G. Redwood / P. J. Harris
Language: English

 

5K-81/9 Statical Behaviour of Cropped-Web Joints for Trusses with round Tubular Members  (1981-12-31)

Location: Manitoba University
Person: G. A. Morris / J. B. Ciwko
Language: English

 

5V/2 INTERIM Double Chord HSS Truss Test Program  (1980-12-31)

Location: Hamilton University
Person: R. M. Korol
Language: English

 

5AC-80/11 Experimental Study of Bolted Joints for Round Hollow Structural Sections  (1980-12-31)

Location: Manitoba University
Person: P. E. Hill-Corroll / S. S. Koh / G. A. Morris
Language: English

 

5AF-80/15 Bending Tests on T joints of RHS chord and RHS or H-shape branch  (1980-12-31)

Location: Kobe University
Person: H. Kanatani / K. Fujiwara / M. Tabuchi / T. Kamba
Language: English

 

5K-80/12 Influence of chord Preload on behaviour of Tubular Truss Joints with Cropped Webs (RHS)  (1980-12-31)

Location: Manitoba University
Person: C. Faing / G. A. Morris
Language: English

 

5X-80/14 Investigations of Weld Imperfections in Butt-Welds of Structural Hollow Sections (SHS)  (1980-12-31)

Location: Karlsruhe University
Person: F. Mang / G. Steidl / O. Bucak
Language: English

 

5V/1-80/7 Double Chord HSS Trusses Phase 1. Tests on Isolated Joints  (1980-12-31)

Location: Hamilton University
Person: R. M. Korol / M. A. Chidiac
Language: English

 

5V-79/10 Double Chord Square H.S.S. Joints  (1979-12-31)

Location: McMaster University
Person: R. M. Korol / M. A. Chidiac
Language: English

 

5Y-79/13 The Static Strength of R.R-Joints with large b/B-Ratio  (1979-12-31)

Location: Tokyo University
Person: B. Kato / I. Nishiyama
Language: English

 

5Qg-79/5 Tests on welded Joints in complete girders made of square hollow sections  (1979-12-31)

Location: Delft University
Person: C.H.M. de Koning / J. Wardenier
Language: English

 

5K-79/3 Statical behaviour of cropped-web Joints in Tubular Trusses (Rectangular Chords)  (1979-12-31)

Location: Manitoba University
Person: N. Thiensiripipat / G. A. Morris / R. B. Pinkney
Language: English

 

5Z-79/6 Behaviour of Rigid Frame Connections Subjected to Horizontal Force  (1979-12-31)

Location: Tokyo University
Person: B. Kato / I. Nishiyama
Language: English

 

5U-79/2 Use of the Nottingham University / CIDECT computer programs for the analysis of CHS or RHS to RHS joints  (1979-12-31)

Location: - 
Person: J. A. Packer
Language: English

 

5T-78/6(4) Investigations into the Strength and Stability of Welded Construction Elements Consisting of Rectangular Hollow sections  (1978-12-31)

Location: Karlsruhe University
Person: F. Mang
Language: German

 

5T-78/6(5) Investigations into the Strength and Stability of Welded Construction Elements Consisting of Rectangular Hollow sections  (1978-12-31)

Location: Karlsruhe University
Person: F. Mang / O. Bucak / K. Bremer
Language: English

 

5U-78/19 Extension to Prog: Theoretical Behaviour and Analysis of Welded Steel Joints with RHS Chords  (1978-12-31)

Location: Nottingham University
Person: J. A. Packer / G. Davies / M. G. Coutie
Language: English

 

5Q-78/4 The Static Strength of Welded Lattice Girder Joints in Structural Hollow Sections  (1978-12-31)

Location: Delft University
Person: J. Wardenier / J. W. B. Stark
Language: English

 

5R Joint tests - high tensile steel (G+E)  (1978-12-31)

Location: Karlsruhe University
Person: F. Mang / O. Bucak / T. Hummel
Language: English

 

5R-78/5(1) Joint tests - high tensile steel (G+E)  (1978-12-31)

Location: Karlsruhe University
Person: F. Mang
Language: English

 

5R-78/5(1&2) Joint tests - high tensile steel (G+E)  (1978-12-31)

Location: Karlsruhe University
Person: F. Mang
Language: German

 

5Q-77/8 Investigation into the Static Strength of Welded Warren Type Joints Made of Circular Hollow Sections  (1977-12-31)

Location: Delft University
Person: J. Wardenier / C.H.M. de Koning
Language: English

 

5Q-77/23 Investigation into the Static Strength of Welded Joints with Three Bracings made of R.H.S or C.H.S  (1977-12-31)

Location: Delft University
Person: J. Wardenier / C.H.M. de Koning
Language: English

 

5Q-77/12 Behaviour of Axially Loaded K- and N-Type Gap Joints with Bracings of Structural Hollow Sections and an I-Profile as Chord  (1977-12-31)

Location: Delft University
Person: J. Wardenier / C.H.M. de Koning / A. A. van Douwen
Language: English

 

5Q-77/13 Behaviour of Axially Loaded K- and N-Type Gap Joints with Bracings of Rectangular Hollow Sections and a Channel Profile as Chord  (1977-12-31)

Location: Delft University
Person: J. Wardenier / C.H.M. de Koning / J de Back
Language: English

 

5N-77/15 Tests on joints with "H" section chord  (1977-12-31)

Location: Paris
Person: R. Bailly
Language: French

 

5N-77 Study of the joints between hollow and open sections  (1977-12-31)

Location: Paris
Person: M. Tournay
Language: French

 

5FC-77/31 The behaviour or Welded Joints in Complete Lattice Girders with RHS Chords (Tests on Isolated Joints) + (Photographs)  (1977-12-31)

Location: Corby
Person: -
Language: English

 

Investigation into the Static Strength of Welded Lattice Girder Joints in Structural Hollow Sections PART 1  (1976-12-31)

Location: Delft University
Person: J. Wardenier / C.H.M de Koning
Language: English

 

5Q-76/20 Investigation into the Static Strength of Welded Lattice Girder Joints in Structural Hollow Sections PART 2  (1976-12-31)

Location: Delft University
Person: J. Wardenier / C.H.M. de Koning
Language: English

 

5M-76/8 Failure load tests on large size RHS warren joints  (1976-12-31)

Location: Duisburg
Person: H. Hohl
Language: English

 

5J-76/16 Vierendeel Trusses with Hollow Structural Sections  (1976-12-31)

Location: Hamilton University
Person: M. El - Zanaty / R. M. Karol
Language: English

 

5S-76/33 Rig comparison tests (welded joints)  (1976-12-31)

Location: TNO, Delft, Corby
Person: J. Wardenier / C.H.M. de Koning
Language: English

 

5K-75/9 Statical Behaviour of Cropped-End connections in Tubular Trusses  (1975-12-31)

Location: Manitoba University
Person: N. Thiensiripipat / G. A. Morris
Language: English

 

5S-75/16 Welded Joints - Rig Comparison Tests  (1975-12-31)

Location: Research Centre, Corby
Person: D. Markarian
Language: English

 

5L-74/16 Hollow Structural Sections Welded Joint Research  (1974-12-31)

Location: Stelco
Person: E. B. Gibson / R. M. Pastor
Language: English

 

5D-72/29 Load Transmission in Cruciform tubular joints  (1974-12-31)

Location: Paris
Person: P. Davarpanah
Language: English

 

5FP-74/11 - 3 PARTS Tests on full size girders (5FCO)  (1974-12-31)

Location: Pïsa University
Person: -
Language: Spanish

 

5M-74/8G Failure load tests on large size RHS warren joints  (1974-12-31)

Location: Duisburg
Person: -
Language: German

 

5M-74/15 Failure load tests on large size RHS warren joints  (1974-12-31)

Location: Duisburg
Person: H. Hohl
Language: German

 

5F-74/3 The behaviour or Welded Joints in Complete Lattice Girders with RHS Chords (Tests on Isolated Joints)  (1974-12-31)

Location: Corby
Person: T. W. Giddings / M. Edwards
Language: English

 

5M-74/15 Failure load tests on large size RHS warren joints  (1974-12-31)

Location: Duisburg
Person: H. Hohl
Language: German

 

5G-74/1 Warren Joint Tests with Cold-Formed RHS  (1974-12-31)

Location: Sheffield University
Person: S. R. De S. Chandrakeerthy
Language: English

 

5G-73/25/E2 The Investigation of the Material Properties in Cold-Formed SHS and their Importance  (1973-12-31)

Location: Sheffield University
Person: S. R. De S. Chandrakeerthy
Language: English

 

5P-73/24/E trans Assessment of research reports on RHS joints  (1973-12-31)

Location: Karlsruhe University
Person: F. Mang
Language: English

 

5G-73/25/E3 Theoretical Investigation  (1973-12-31)

Location: Sheffield University
Person: S. R. De S. Chandrakeerthy
Language: English

 

5G-73/25/E1 Structural behaviour related to stress analysis of joints in cold-formed square hollow sections  (1973-12-31)

Location: Sheffield University
Person: S. R. De S. Chandrakeerthy
Language: English

 

5EC-71/7 Research into the strength of welded lattice girder joints in structural hollow sections + (Photographs)  (1971-12-31)

Location: Corby
Person: J. Davie / T. W. Giddings
Language: English

 

5ES-71/1E An investigation of the Strength of Ordinary and Stiffened Joints in Tubular Plane Frameworks  (1971-12-31)

Location: Sheffield University
Person: W. Eastwood / A. A. Wood / M. R. Shinouda
Language: English

 

5M Additional - Failure load tests on large size RHS warren joints  (1970-12-31)

Location: Duisburg
Person: -
Language: German

 

5A/64 Joints in large diameter tubes (G+E)  (1970-12-31)

Location: Stuttgart
Person: R. L. Strasse
Language: English / German

 

5 BL Static behaviour of joints made of thin walled hot formed hollow sections  (1970-12-31

Location: Karlsruhe University
Person: Combined with 5BI
Language: Combined with 5BI

 

5M Failure load tests on large size RHS warren joints  (1970-12-31)

Location: Karlsruhe University
Person: -
Language: German

 

5ES-70/38 Further tests on the Fatigue Behaviour of Welded Joints between Structural Hollow Sections  (1970-12-31)

Location: Sheffield University
Person: W. Eastwood / A. A. Wood / B.P. Opie
Language: English

 

5C-70/39 The analysis of Stiffening Plate reinforcement of joints in tubular trusses  (1970-12-31)

Location: Sheffield University
Person: W. Eastwood / A. A. Wood / M. R. Shinouda
Language: English

 

5C-70/37 An experimental investigation of joints in Rectangular Hollow Sections  (1970-12-31)

Location: Sheffield University
Person: W. Eastwood / A. A. Wood / C. Osgerby / B. L. Mee
Language: English

 

5B/64 Full scale tests on lattice girders (E+F)  (1970-12-31)

Location: St Remy
Person: R. Delesques / G. Valbert / D. Sfintesco
Language: English/French

 

5C-70/8 Recent research on joints in tubular structures  (1970-12-31)

Location: Sheffield University
Person: W. Eastwood / A. A. Wood
Language: English