Journal articles
Author(s) | Title | Journal | Issue | Page | Category |
---|---|---|---|---|---|
Unterweger, Harald; Kettler, Markus; Zauchner, Paul | Calibrated design model for the compression capacity of angle members - Consideration of welded or bolted joint configurations | Steel Construction | 4/2022 | 255-267 | Articles |
AbstractDue to the commonly eccentric connection on only one angle leg (bolted or welded), additional bending moments are acting on the angle member under compression axial force, leading to a complex load-carrying behaviour with flexural and/or flexural torsional buckling phenomena. Furthermore, type and size of rotational restraints at the member's ends (provided by the adjacent structure) significantly influence the compression capacity of these members. In this article, a recently developed design model for angle members in compression with welded or bolted end connection is presented. The design model considers the accurate rotational spring stiffness of three common joint types. The presented procedure allows for calculating the internal forces based on elastic second-order theory for an individual member with eccentricities, equivalent geometric imperfection and rotational spring stiffness at both ends. The detailed analytical equations for the rotational spring stiffness of all studied joint configurations are summed up. In addition, calibration factors fDi are presented, to get accurate compression capacities with the design model. Finally, the accuracy of the design model for all three studied joint types of angle members with welded connections is shown through comparison with sophisticated finite element calculations, code provisions (EN 1993-1-1, AISC) and experimental tests from the literature. x | |||||
Practice-oriented design of tubular bracings in steel and composite bridges | Steel Construction | 4/2022 | 267 | Editor's Recommendations | |
Steel Construction News 4/2022 | Steel Construction | 4/2022 | 268-272 | news | |
AbstractECCS News: x | |||||
Events: Steel Construction 4/2022 | Steel Construction | 4/2022 | 272 | Events | |
Content: Steel Construction 3/2022 | Steel Construction | 3/2022 | Contents | ||
Cover Picture: Steel Construction 3/2022 | Steel Construction | 3/2022 | Cover Pictures | ||
AbstractIn April 2020, the world's first submerged full size slip joint was installed in the Borssele V offshore wind farm. An extensive qualification programme in terms of numerical modelling and testing (see photo) was set up prior to installing the slip joint. The Borssele V offshore wind farm offered a unique opportunity to demonstrate to the industry that the slip joint connection is fully feasible, certified and ready for practical implementation (s. paper Suur, S; Hengeveld, F., p. 152 ff.) x | |||||
Pinger, Thomas; Müller, Thomas; Kaucke, Christoph; Straetmans, Boris; Wessel, Waldemar | Hot-dip galvanizing of high-strength hot-finished hollow sections | Steel Construction | 3/2022 | 133-139 | Articles |
AbstractThe galvanizability of high-strength, hot-finished hollow sections was investigated as part of a test programme. Here, square sections made of steel grades ranging from 355 to 620 MPa were galvanized using two processes: a classic, quasi-rare zinc melt and a zinc-5 % aluminium alloy. To determine the influence of galvanizing on the material properties, samples were taken from the galvanized specimens, tensile tests and Charpy-V-tests were performed on them, and the results were compared with those in the ungalvanized initial state. Furthermore, we investigated the optical and microstructural characteristics of the zinc coatings, as well as possible cracking due to liquid metal embrittlement (LME). The results show that the two galvanizing processes used in the test programme produce no negative effect, but rather tend to have a positive effect on the mechanical properties of the steels tested. In all cases, stable zinc coatings are formed that exhibit the expected characteristics. Cracking as a result of LME could not be detected. x | |||||
Xin, Haohui; Li, Jie; Veljkovic, Milan; Liu, Yuqing; Sun, Qing | Evaluating the strength of grade 10.9 bolts subject to multiaxial loading using the micromechanical failure index: MCEPS | Steel Construction | 3/2022 | 140-151 | Articles |
AbstractBolted joints in steel structures are generally subject to combined actions. The research on ultimate capacity of bolted joints under combined tension and shear actions, twin shear actions, and combined tension-twin shear actions is relatively limited. The aim of this paper is to calibrate the fracture locus of grade 10.9 bolts using the mesoscale critical equivalent plastic strain (MCEPS). We use ductile fracture simulation to numerically evaluate the ultimate resistance of bolts subject to multiaxial loading and compare the results with the current design standards. The results show that predictions for grade 10.9 bolts subject to multiaxial loading in Chinese code GB 50017 and American code AISC-360 are not on the safe side, while predictions in European code EN1993-1-8:2005 are slightly on the conservative side. We propose two modification factors to improve prediction of bolt strength subject to multiaxial loading; namely the multiaxial loading factor for shear resistance &xgr;v and the multiaxial loading factor for tensile resistance &xgr;t. x | |||||
Suur, Sander; Hengeveld, Ferdy | Borssele V slip joint connection: design, certification and installation of the world's first full-size submerged slip joint | Steel Construction | 3/2022 | 152-159 | Articles |
AbstractIn April 2020 the world's first full-size submerged slip joint connection was installed at the Borssele Site V offshore wind farm. This event marked the launch of a new, alternative transition piece/monopile (TP/MP) connection for the offshore wind market. An extensive qualification programme in terms of numerical modelling and testing was set up prior to installing the slip joint. This process was witnessed, reviewed and accepted by DNVGL. It led to a certified slip joint design for Borssele V, with a 9.5 MW wind turbine generator (WTG) on top of the foundation as well as an A-level component certificate for the slip joint in general. The installation of the slip joint for Borssele V was the first use of this connection in a commercial full-size wind turbine. x | |||||
Low-damage steel structures for enhanced life-cycle seismic performance | Steel Construction | 3/2022 | 159 | Editor's Recommendations | |
Mohan, Meera; Wilkinson, Tim | Damage criterion approach to high-strength steel RHS truss joints | Steel Construction | 3/2022 | 160-171 | Articles |
AbstractThis paper describes finite element simulations of the structural deformation and material fracture behaviour of high-strength steel RHS K gap truss joints. The fundamental scope was to examine whether the joint strength predictions based on the behaviour of lower strength and more ductile steel with a yield stress of 355 MPa or less would hold good for higher strength 450 MPa steel with a lower ductility. The FEA reliability analysis indicates that for failure modes associated with local buckling, yielding and deformation (chord side wall failure, chord face plastification and brace failures due to reduced effective width), the existing approach could, with modifications, be extended to cover higher strength tubes, but for failure modes associated with fracture or ductility or modes liable to brittle failure (tearing in the tension brace and chord punching shear), a strength reduction modifying factor was required. The finite element simulations incorporated a damage mechanics approach to calibrate experimental results in both the fracture and deformation modes of failure. The paper proposes a new formulation for strength and incorporates reduced ductility in high-grade steel with a modifier function that is not based on yield stress, instead recognizes the reduced ultimate strains, damage parameter for fracture and ultimate stress of the material. x | |||||
Shams-Hakimi, Poja; Al-Karawi, Hassan; Al-Emrani, Mohammad | High-cycle variable amplitude fatigue experiments and design framework for bridge welds with high-frequency mechanical impact treatment | Steel Construction | 3/2022 | 172-187 | Articles |
AbstractFatigue enhancement by way of high-frequency mechanical impact (HFMI) treatment can enable effective design and construction of steel bridges. However, bridges may experience high and varying mean stresses, the effects of which are not covered today by any design recommendation or in the literature on HFMI-treated joints. In this study, fatigue experiments were conducted with realistic in-service bridge loading, which revealed the same high fatigue performance as for constant amplitude loading. The effect of mean stress in spectrum loading was quantified and a method to account for it in an equivalent manner is proposed. A design framework has been developed for design and engineering purposes. x | |||||
3D printed columns with exceptional geometry | Steel Construction | 3/2022 | 187 | Editor's Recommendations | |
Apellániz, Diego; Vierlinger, Robert | Enhancing structural design with a parametric FEM toolbox | Steel Construction | 3/2022 | 188-195 | Reports |
AbstractThe Parametric FEM Toolbox is a plug-in for the visual programming environment Grasshopper which implements the RF-COM API of the Dlubal RFEM finite element software to establish a connection between these two platforms. Both the transfer of data from Grasshopper into RFEM and back from RFEM into Grasshopper are supported. Thus, new possibilities are enabled beyond the options of the conventional graphical user interface (GUI) of RFEM: the use of the Rhino 3D modelling tools to create NURBS curves and surfaces; the possibility of the parametric modification of an existing FE model or part of it; the export and processing of FE model data, which sometimes is not even available through the program GUI, e.g. 3D shapes of beam elements; etc. With these functionalities, the object-oriented structure and compact GUI, this tool can easily be adapted to numerous workflows and optimization processes. This paper explores which possibilities exist for implementing a commercial FEM software in a parametric design platform. Existing approaches are reviewed, the development of the Parametric FEM Toolbox is described and some of the possible workflows with this new tool are explored through a collection of real-world case studies. x | |||||
Laser beam and laser-GMAW-hybrid welded joints made of high-strength fine-grained structural steels | Steel Construction | 3/2022 | 195 | Editor's Recommendations | |
Steel Construction News 3/2022 | Steel Construction | 3/2022 | 196-199 | ECCS news | |
AbstractECCS News: x | |||||
Events: Steel Construction 3/2022 | Steel Construction | 3/2022 | 200 | Events | |
Cover Picture: Steel Construction 2/2022 | Steel Construction | 2/2022 | Cover Pictures | ||
AbstractDouble-skin sandwich panels with steel sheetings and low density aluminium foam have an excellent flexural response. Experimental results highligthed the key role of the type of adhesive and its strength on the ultimate performance. Simple equations are provided to predict the stiffness, yield and plastic strength (s. article Latour, M. et al, pp. 73-80) x | |||||
Content: Steel Construction 2/2022 | Steel Construction | 2/2022 | Contents | ||
Ernst & Sohn (Hrsg.) | Sonderheft: Hollow Sections 2022 | Steel Construction | 2/2022 | 1-104 | Sonderheft |
Latour, Massimo; D'Aniello, Mario; Babcsan, Norbert; Capone, Paolo; Landolfo, Raffaele; Rizzano, Gianvittorio | Bending response of sandwich panels with steel skins and aluminium foam core | Steel Construction | 2/2022 | 73-80 | Articles |
AbstractNominated for Eurosteel 2021 Best Paper Award x | |||||
Wolters, Kevin; Nonn, Jonas; Rittich, Nils; Feldmann, Markus | Fatigue behaviour of composite girders with composite dowels assuming randomly distributed input parameters | Steel Construction | 2/2022 | 81-90 | Articles |
AbstractNominated for Eurosteel 2021 Best Paper Award x | |||||
Circular economy in steel and lightweight metal construction | Steel Construction | 2/2022 | 90 | Editor's Recommendations | |
Lettieri, Annarosa; Elettore, Elena; Pieroni, Ludovica; Freddi, Fabio; Latour, Massimo; Rizzano, Gianvittorio | Parametric analysis of steel MRFs with self-centring column bases | Steel Construction | 2/2022 | 91-99 | Articles |
AbstractNominated for Eurosteel 2021 Best Paper Award x | |||||
Feucht, Thilo; Waldschmitt, Benedikt; Lange, Jörg; Erven, Maren | Additive manufacturing of a bridge in situ | Steel Construction | 2/2022 | 100-110 | Articles |
AbstractNominated for Eurosteel 2021 Best Paper Award x |