online-issue-current-stco

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Steel Construction

Design and Research

– Artificial neural networks to estimate fatigue strength

– Machine learning methods on shear tab connections

– Design guidelines SHS columns with large holes

– Push-put tests of sections encased in SFRC

– Fatigue of composite dowels under combined shear and tension

This article investigates the fatigue performance of composite dowels under combined shear and tension loads, which has not been previously considered. Experimental and theoretical studies were conducted, including a fracture mechanics-based theory validated by a specialized fatigue experiment. The effect of steel teeth plate thickness and tension on fatigue behavior was examined through parametric numerical analysis, and fatigue detail classifications for joints are proposed based on EN 1993-1-9 and International Institute Welding provisions (s. paper Xiong, Z. et al., pp. 52–62).

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Content Steel Construction 1/25

DESIGN & RESEARCH

Helen Bartsch, Justus Voelkel, Markus Feldmann

Developing artificial neural networks to estimate the fatigue strength of structural steel details using the new European database

Behzad Farivar, Babak Ghassemi, Kaveh Yousefian, Cameron D. Murray

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Machine learning models on the rigidity of welded shear tab connections

Marios-Zois Bezas, Maxime Vermeylen, Helene Morch, Koenraad Ginckels, Jean-François Demonceau

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Volume 18

February 2025, No. 1

ISSN 1867-0520 (print)

ISSN 1867-0539 (online)

http://wileyonlinelibrary.com/journal/stco

Steel Construction is indexed in Elsevier´s Scopus

Impact Factor 2023: 1.2

CiteScore 2023: 3.0

Journal for ECCS members

www.ernst-und-sohn.de/steel-construction

52

Design guidelines for SHS thin-walled columns with large holes at their extremities

Riccardo Zanon, Markus Schäfer, Maxence Paoletti, Gonzalo Ruiz, Ángel de la Rosa, Sebastien Wolf

Push-out tests on steel sections encased in steel fibre reinforced concrete

Zhihua Xiong, Jiaqi Li, Kevin Wolters, Xulin Mou, Markus Feldmann

Fatigue performance of composite dowels under combination of shear and tension

Steel Construction News 1/25

NEWSKIN Aisbl

Created in the frame of the European Project Horizon 2020 “Innovation Eco-system to Accelerate the Industrial Uptake of Advanced Surface Nano-Technologies –Newskin” (grant agreement 862100), the Association pursues a disinterested purpose of international utility in the frame of surface protection based on nanotechnologies, innovative technologies, nano surfaces and membranes.

Who is it?

A Consortium of European and International industry representatives, research centres and early adopters respecting the obligations derived from H2020 Open Innovation Test Beds Rules.

For whom?

Paints and coatings, pumps manufacturers, automotive industry, renewable energy, hydrogen and energy storage, components manufacturers, desalination, water treatment industry, marine transport, …

What are the benefits to join?

Newskin aisbl provides open access to a set of innovative manufacturing up-scaling and

testing facilities as well as route to market services for the development and market uptake of new advanced surface nano-tech-

nologies to meet the challenges of key European Industries and Society.

ADVANCE

The project’s ambition is to contribute to greenhouse gas reduction and circular economy goals by addressing these challenges in both deconstruction and reuse of existing steel buildings, and in the design of new buildings, their construction and documentation to facilitate future reuse. Its scope includes reuse of constituent products, fabricated components, and reuse of component assemblies. The reused material may originate from primary structures, secondary structures and envelopes.

The primary objective is to increase the recovery and reuse of constructional steelwork by providing engineers, investors, contractors and other decision makers with reliable performance data and guidance. This will be achieved by disseminating the information about the products, systems, methods and protocols that facilitate reuse of various components of constructional steelwork using the tools and methodologies developed within activities of the consortium partners.

The outcomes of the project will include recommendations to enable reuse of building components in-situ or in different location(s), and in the original layout or in a different design with the necessary modifications/adaptations to resist the new external loads (due to the relocation) or internal loads (due to the modification of the structural layout). Our goal is to address the wider scientific, business and engineering

Contacts

Newskin aisbl

Avenue des Ombrages 32/20

B – 1200 Brussels

Email: carlos.delcastillo@newskin-oitb.eu

Website: https://www.newskin-oitb.eu/

Statutes and membership application form can be requested to: carlos.delcastillo@newskin-oitb.eu

community in the Member States with the localized Recommendations for Reuse, information brochure, mobile app and presentation materials.

In particular, the objectives are to:

1. Provide guidance for reuse of existing components or structures and design of new ones, introduce recommendations for product/waste status and material testing protocol for recertification of steel products in the updated Recommendations for Reuse

2. Support declaration of the environmental benefits of steel reuse implemented in the mobile LCA app and web tool

3. Increase awareness about the alternative end-of-life options for constructional steel and steel-based products

4. Identify the possibilities and roadmaps for scaling up the outcomes of the background projects beyond their original focus area

12 organisations will be participating in the project implementation (2 research institutes, 5 industrial associations, demolition contractor and 4 universities).

17th June 2025

House of Belgian Builders

THE HUBB Avenue des Arts 20 1000 Brussels

Webinar: Galvanized steel short and medium span bridges

Save the date for the next webinar organized by ECCS with the support of the European General Galvanizers Association (EGGA).

Galvanized steel short and medium span bridges: Achieving optimal service life

Webinar, 03 March 2025

14:00–16:30

Peters, Tom F.: Industrializing Iron Construction at the École Centrale Paris 1829–65. Madrid: Instituto Juan de Herrera. Escuela Técnica Superior de Arquitectura, Universidad Politécnica de Madrid 2024. vii–xiv, 520 pp., many illustrations, 16.7 x 23.5 cm, softcover.

ISBN 978-84-9728-615-2, CHF 58,Order by email from the author: tomfpeters@gmail.com

When people talk about French engineering schools, the name of an institution created in 1794 during the French Revolution is likely to come up: it is the École Polytechnique (EP), the model of higher technical education par excellence. Civil engineers with an interest in history may still be able to name the École des Ponts et Chaus-

sées (EPC), founded in 1747 by Daniel Charles Trudaine (1703–1769), King Louis XV’s Minister of Finance, the first engineering school of modern civil engineering.

But who is familiar with the École Centrale des Arts et Manufactures Paris (ECP), founded in 1829 on the private initiative of businessman Alphonse Lavallée (1791–1873) and the scientists Théodore Olivier (1793–1853), Eugène Péclet (1793–1857) and Jean-Baptiste Dumas (1800–1884)? You may be familiar with the following names: Camille Polonceau (1813–1859), William Le Baron Jenney (1832–1907), Gustave Eiffel (1832–1923), Edmond Coignet (1856–1915) and Francis Bouygues (1922–1993) – all graduates of the ECP.

In 1840, Polonceau designed the Polonceau truss named after him (Fig.), a roof truss that later spanned countless spaces (made entirely of iron) and was sometimes called the French truss. Jenny, the „father of skyscrapers“, designed the 10-storey, 42 m high Home Insurance Building in Chicago, completed in 1885, which is considered the world’s first high-rise building and has a steel skeleton as its load-bearing system. Eiffel is synonymous with classic iron construction in the second half of the 19th century. Edmond Coignet is regarded as a pioneer of reinforced concrete in France and spread this type of construction as an entrepreneur through innovative buildings. Finally, in 1952, Francis Bouygues founded the construction company named after him,

The event is free of charge. Information regarding registration and program details will be available soon.

Moderator: Prof. Pavel Ryjacˇek, CTU in Prague Chair – ECCS Bridge Committee

The Webinar is free of charge.

Detailed programme and registration will be available soon in the ECCS website: www.steelconstruct.com

which is now one of the world’s leading construction groups.

With the ECP, on the eve of the July Revolution of 1830, which finally ended the restorative Bourbon rule, the liberal French bourgeoisie created a training centre for engineers tailored to its needs, which was to advance the process of industrialization in general and iron construction in particular. This book provides an impressive account of industrializing iron construction at the ECP.

Tom F. Peters, who worked for many years as a professor at Lehigh University in Bethlehem/USA, became internationally known through his monographs „Transitions in Engineering. Guillaume Henri Dufour and the Early 19th Century Cable Suspension Bridges“ (1987) and „Building the Nineteenth Century“ (1996).

In the first part of his book (pp. 25–307), Peters deals with the pedagogy of the ECP and also takes into account its social roots, mentioning Jean-Rodolphe Perronet

(Source: drawing by K.-E. Kurrer)

(1708–1794), the first director of the EPC, and Gaspard Monge (1746–1818), the protagonist of the EP. Basic elements of the pedagogical concept of „Vulgarisation“ of scientific knowledge (p. 91), which played a key role for the ECP, can be traced back to Monge. In the context of engineering education, the French word „Vulgarisation“ corresponds to natural science-based engineering and engineering-based natural science, which in the German-speaking world was sometimes simplistically referred to as „scientific technology“ (= „wissenschaftliche Technik“) in the past. It is therefore not only a question of the knowledge of the causal relationship realized in the technical model, but also of the constructive or technological modelling of causal relationships in technical structures and processes. Peters demonstrates this convincingly us-

REVIEWERS

List of reviewers who have completed at least one review for Steel Construction in 2024. The editors would like to thank all reviewers, also on behalf of the authors.

Steffen Anders

Max Gündel

Isidora Jakovljević

Michal Jandera

Markus Kettler

ing the example of ECP, a hot spot of innovation in iron construction.

The second part of this book (pp. 309–463) is dedicated to the practical implementation of the pedagogical concept at the ECP. The author devotes considerable space to the contribution of Louis-Charles Mary (1791–1870) and analyses the consequences of this concept in the section „The result in iron: a brief characterization of six careers“ (pp. 409–463): Polonceau, Joseph-Louis Henri de Dion (1828–1878), Eiffel, Jenney, Onésime Armand Moisant (1838–1906) and Victor Contamin (1840–1893). Contamin was to be the engineer responsible for the 113.5 m wide Galerie des Machines for the 1889 World Exhibition in Paris, where the Eiffel Tower also astonished the world: two leading structures of

classical iron construction designed by graduates of the ECP.

In his concluding thoughts (pp. 465–472), Peters provides a concise summary of industrializing iron construction at the ECP. A thorough bibliography rounds off the book, which is well done in terms of content and form.

All those who would like to find out more about the development of classical iron construction and the contribution of the ECP to this should pick up this book. It is an extraordinarily stimulating read – a firework of historical knowledge that is still able to unfold its productive power today.

Michael Kraus

Wojciech Lorenc

Daniel Lozano

Roberto Nascimbene

Satheeskumar Navaratnam

Federico Nuñez

Christoph Odenbreit

Daniel Pak

Kris Roy

Hamid Sadegh-Azar

Aldina Santiago

Ana Francisca Santos

Simon Schaffrath

Davor Skejic

Natalie Stranghöner

Nima Tajik

Andreas Taras

Cem Topkaya

Paulo Vila Real

František Wald

Rainer Wirtz

EVENTS

Eurosteel 2026 in Cracow, Poland

The 11th European Scientific Conference on Steel and Composite Structures Eurosteel 2026 will take place 16–18 September 2026 in Cracow, Poland. Two technical universities will organize the Eurosteel conference, the Cracow University of Technology (Politechnika Krakowska, PK) and the Rzeszów University of Technology (Politechnika Rzeszowska, PRz), with European Convention for Constructional Steelwork (ECCS) as a partner.

All scientists, designers, producers and students interested in the design of new and upkeep of existing structures made of structural steel and composite structures are invited to participate in the 11th European Scientific Conference Eurosteel 2026. During the conference special attention will be paid to modern, innovative, environmentally friendly construction solutions and the issue of reusing steel structural elements.

The conference will be the 11th in this series. Previous conferences of this series took place in Athens (1995), Prague (1999), Coimbra (2002), Maastricht (2005), Graz (2008), Budapest (2011), Naples (2014), Copenhagen (2017), Sheffield (2021) and Amsterdam (2023).

Cracow is very well connected to the rest of Europe and the rest of the world. The In-

ternational Airport in Cracow-Balice is connected to many international destinations by reputable air carriers. Cracow is also a hub of convergence for both rail and car transport. It has a vibrant hotel network offering facilities of various standards suitable for all budgets.

Prof. Aleksander Kozłowski (Rzeszów University of Technology) heads the Conference’s Scientific Committee. Prof. Mariusz Maślak (Cracow University of Technology) heads the Organizing Committee.

EUROSTEEL 2026

16–18 September 2026 Cracow, Poland

https://eurosteel2026.prz.edu.pl eurosteel2026@prz.edu.pl

Karl-Eugen Kurrer, Berlin

Place and

Online

3 March 2025

Antwerp, Belgium

8 to 11 July 2025

Barcelona, Spain

8 to 10 September 2025

Essen, Germany

15 to 19 September 2025

Chur, Switzerland

3 to 5 September 2025

Stuttgart, Germany

7 to 9 September 2025

Rostock, Germany

10 to 12 September 2025

Copenhagen, Denmark

21 to 24 April 2026

Cracow, Poland

16 to 18 September 2026

Webinar – Galvanized steel short and medium span bridges: Achieving optimal service life

6th International Conference on Structures and Architecture

The International Colloquium on Stability and Ductility of Steel Structures

Schweissen & Schneiden

Joining – Cutting – Surfacing

steelconstruct.com

icsa2025.com

sdss2025.upc.edu

schweissen-schneiden.com/joiningcutting-surfacing

Footbridge footbridge2025.com

parts2clean

21st International Probabilistic Workshop (IPW 2025)

IABSE Symposium Copenhagen 2026

Bridging Advanced Technologies – Structural Innovation

Eurosteel 2026

parts2clean.de

ipw2025.uni-rostock.de/en

iabse.org/copenhagen2026

eurosteel2026.prz.edu.pl

Steel Construction – Design and Research

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The journal “Steel Construction – Design and Research” comprises four issues per year. In addition to “Steel Construction – Design and Research print”, the PDF version “Steel Construction – Design and Research online” is available on subscription through the “Wiley Online Library” online service.

Please note: starting with Vol.  18 (2025), No 1, the journal will be published online only.

Members of the ECCS – European Convention for Constructional Steelwork receive the journal Steel Construction as part of their membership.

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Journal for ECCS members

The ECCS – European Convention for Constructional Steelwork and Ernst & Sohn have agreed that from 2010 onwards Steel Construction is the official journal for ECCS members. www.steelconstruct.com

Editor-in-chief

Bernhard Hauke, Ernst & Sohn, ECCS

Phone +49 (0)160 97858589 bernhard.hauke@wiley.com

Project Manager

Giulia Fumagalli

Phone +49 (0)30 47031-269 giulia.fumagalli@wiley.com

Editorial Board

Véronique Dehan, European Convention Constructional Steelworks

Markus Feldmann, ECCS, RWTH Aachen University

Olivier Vassart, ArcelorMittal

Scientific Board

Frans Bijlaard, Technical University Delft

Dinar Camotim, Instituto Superior Técnico Lisbon

S. L. Chan, The Hong Kong Polytechnic University

Paulo Cruz, University of Minho

Jean François Demonceau, ECCS, University of Liege

Dan Dubina, Polytechnic University Timisoara

László Dunai, Budapest University

Morgan Dundu, University of Johannesburg

Markus Feldmann, ECCS, RWTH Aachen University

Dan Frangopol, Lehigh University

Leroy Gardner, Imperial College

Jerome Hajjar, North Eastern University

Jean-Pierre Jaspart, University of Liege

Ulrike Kuhlmann, University of Stuttgart

Jörg Lange, ECCS, Technical University Darmstadt

Raffaele Landolfo, ECCS, University of Naples

Guo-Qiang Li, Tongji University

Richard Liew, National University of Singapore

Enrique Mirambell, Polytechnic University of Catalunya

Kim Rassmunsen, University of Sydney

John Michael Rotter, The University of Edinburgh

Peter Schaumann, ECCS, Leibniz University Hannover

Bert Snijder, ECCS, Technical University Eindhoven

Kunitomo Sugiura, Kyoto University

Andreas Taras, ETH Zürich

Thomas Ummenhofer, ECCS, Karlsruhe Institute of Technology

Viorel Ungureanu, ECCS, Polytechnic University of Timisoara

Ioannis Vayas, National Technical University Athens

Milan Veljkovic, Technical University Delft

Pedro Vellasco, Rio de Janeiro State University

Paulo Vila Real, ECCS, University de Aveiro

František Wald, Czech Technical University Prague

Riccardo Zandonini, University of Trento

Industrial Board

Alexander Britner, ECCS, KIT Center Steel Timber Masonry

Véronique Dehan, European Convention Constructional Steelworks

Mladen Lukic, ECCS, CTICM

Koen Michielsen, Infosteel Belgium/Luxembourg

Kjetil Myhre, ECCS, Norwegian Steel Association

Till Vallée, Fraunhofer IFAM

Olivier Vassart, ArcelorMittal

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Layout and typesetting

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© 2025 Ernst & Sohn GmbH

High-strength steels can contribute to more sustainable and resource-efficient constructions. However, for a reliable assessment of the residual load-bearing capacity of high-strength steel components after a fire, there is still a lack of sound models on the postfire material behaviour of high-strength steels, so high-strength steel components are usually replaced after a fire. This paper presents the development of an application-oriented material model for the determination of relevant mechanical material properties of high- and ultra-high-strength steels in the post-fire range (Uszball, S.; Knobloch, M.).

Preview 2/25

Sara Uszball, Markus Knobloch

Modelling the post-fire material behaviour of high-and ultrahigh-strength steel

Robert Lang

Fatigue life prediction of welded steel components based on geometric scan data

Raphael Erlemann, Karsten Geißler

Impact of bridge-specific manufacturing conditions on fatigue of welded joints

Kevin Mouradian, André Beyer, Maël, Couchaux

Monotonic tensile tests on cruciform welded connections with imperfections – Effects of root gap, undercut, and lack of penetration

Mirco Meissner et al.

Toughness-dependent net-section resistance and ductility behavior of high-strength structural steels S700 to S960

(subject to change without notice)

Karsten Geißler

Handbuch Brückenbau

Entwurf, Konstruktion, Berechnung, Bewertung und Ertüchtigung

- umfassend, dabei mit klarer und praxisorientierter Ausrichtung auf die Tragwerkplaner

- für alle Bauarten (Beton, Stahl, Stahlverbund) werden die im Dezember 2012 veröffentlichten Eurocodes für den Brückenbau erläutert

- Straßenbrücken und Eisenbahnbrücken, auch Fußgängerbrücken

Ein neuartiges Handbuch für den Brückenbau, das werkstoffübergreifend Entwurf und Konstruktion für alle Tragwerksformen und Bauarten behandelt. Bemessung nach den Eurocodes von Straßenund Eisenbahnbrücken, einschl. Sonderkapitel und Fußgängerbrücken. Mit zahlreichen Beispielen.

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