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Buildings
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Development of Connections in Steel Structures for Construction
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Development of Connections in Steel Structures for Construction

A special issue of Buildings (ISSN 2075-5309). This special issue belongs to the section "Building Structures".

Deadline for manuscript submissions: closed (30 July 2022) | Viewed by 16733

Special Issue Editors

Prof. Dr. Arturo E. Schultz

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Guest Editor
1. Department of Civil and Environmental Engineering, The University of Texas at San Antonio, San Antonio, TX 78249, USA
2. Department of Civil, Environmental and Geo-Engineering, University of Minnesota, Minneapolis, MN 55455, USA
Interests: design, analysis and behavior of concrete; masonry, steel, and steel–concrete composite structures; the integration of large-scale experiments and numerical simulation of structural systems under three-dimensional loading
Special Issues, Collections and Topics in MDPI journals
Dr. Patrick J. McGetrick

E-Mail Website
Guest Editor
School of Engineering, National University of Ireland Galway, Galway H91 HX31, Ireland
Interests: novel steel connections; structural analysis, dynamics and testing; timber engineering; structural health monitoring and automated inspection using drones
Special Issues, Collections and Topics in MDPI journals
Prof. Dr. Debra F. Laefer

E-Mail Website
Guest Editor
1. Center for Urban Science and Progress and Department of Civil and Urban Engineering, Tandon School of Engineering, New York University, New York, NY 10003, USA
2. School of Civil Engineering, University College Dublin, Dublin 4, Ireland
Interests: novel steel connections; urban informatics
Special Issues, Collections and Topics in MDPI journals
Dr. Salam Al-Sabah

E-Mail Website
Guest Editor
School of Civil Engineering, University College Dublin, Belfield, Dublin 4, Ireland
Interests: novel steel connections; structural engineering; design and analysis; dynamics and vibration
Special Issues, Collections and Topics in MDPI journals

Special Issue Information

Dear Colleagues,

We are pleased to invite you to contribute to this Special Issue entitled “Development of Connections in Steel Structures for Construction”. Technological developments in the fields of advanced manufacturing, steel construction, and robotics have led to the design of new and proprietary steel connections which can simplify the steel assembly process, increase efficiency, and promote the automation of construction processes. While numerical analysis and modeling support their development, physical testing is a critical step in validating the structural performance of new connection types and assembly systems, enabling standardization and certification under national and international codes of practice.

This Special Issue aims to collate state-of-the-art developments in this area; papers are invited that address the development of connections in structural steel, including but not limited to:

  • Design and development of new steel connections, including design for deconstruction and reuse;
  • Physical testing of new connections at elemental scale or at full scale within a structural steel assembly, including the implementation of novel sensing approaches;
  • Static and dynamic testing of steel connections, including fatigue testing;
  • Advanced manufacturing techniques optimizing steel connection performance;
  • Automated assembly of steel structures, including use of robotics;
  • Construction efficiency in steel structures.

We look forward to receiving your submissions.

Prof. Dr. Arturo E. Schultz
Dr. Patrick J. McGetrick
Prof. Dr. Debra F. Laefer
Dr. Salam Al-Sabah
Guest Editors

Manuscript Submission Information

Manuscripts should be submitted online at www.mdpi.com by registering and logging in to this website. Once you are registered, click here to go to the submission form. Manuscripts can be submitted until the deadline. All submissions that pass pre-check are peer-reviewed. Accepted papers will be published continuously in the journal (as soon as accepted) and will be listed together on the special issue website. Research articles, review articles as well as short communications are invited. For planned papers, a title and short abstract (about 100 words) can be sent to the Editorial Office for announcement on this website.

Submitted manuscripts should not have been published previously, nor be under consideration for publication elsewhere (except conference proceedings papers). All manuscripts are thoroughly refereed through a single-blind peer-review process. A guide for authors and other relevant information for submission of manuscripts is available on the Instructions for Authors page. Buildings is an international peer-reviewed open access monthly journal published by MDPI.

Please visit the Instructions for Authors page before submitting a manuscript. The Article Processing Charge (APC) for publication in this open access journal is 2600 CHF (Swiss Francs). Submitted papers should be well formatted and use good English. Authors may use MDPI's English editing service prior to publication or during author revisions.

Keywords

  • advanced manufacturing
  • automated construction
  • CNC cutting technology
  • construction efficiency
  • deconstruction
  • experimental testing
  • fatigue testing
  • robotics
  • steel connections
  • structural steel

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Further information on MDPI's Special Issue polices can be found here.

Published Papers (3 papers)

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Research

17 pages, 1734 KiB  
Article
Method for Designing Prequalified Connections Using Generative Design
by Daniela Henríquez, Rodrigo F. Herrera and Juan Carlos Vielma
Buildings 2022, 12(10), 1579; https://doi.org/10.3390/buildings12101579 - 30 Sep 2022
Cited by 6 | Viewed by 2111
Abstract
Designing prequalified connections is a process of iterative calculation, in which certain dimensions are varied until the verifications and restrictions stipulated by the standard are met. This is a slow process that can be automated using various software and optimized using a new [...] Read more.
Designing prequalified connections is a process of iterative calculation, in which certain dimensions are varied until the verifications and restrictions stipulated by the standard are met. This is a slow process that can be automated using various software and optimized using a new design method called generative design, which consists of establishing restrictions so that the script delivers multiple solutions that meet the objectives. This research was conducted based on the design science research (DSR) methodology and focused on developing a method to design moment-resisting steel connections, specifically end-plate connections, using generative design in a building information modeling (BIM) environment. From this, it was possible to obtain several end-plate connection design alternatives, and technical validation was carried out to verify the functionality of the program using a verification method proposed by a civil engineer. Full article
(This article belongs to the Special Issue Development of Connections in Steel Structures for Construction)
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16 pages, 27124 KiB  
Article
Determination of Slip Factor between CNC-Cut Serrated Surfaces of S355J2 Grade Steel Plates
by Taygun Fırat Yolaçan and Markus Schäfer
Buildings 2022, 12(7), 995; https://doi.org/10.3390/buildings12070995 - 12 Jul 2022
Cited by 1 | Viewed by 2092
Abstract
Structural joint configurations realized with serrated steel surfaces have started to be used in the construction fields to assemble the primary and the secondary structural members of civil engineering structures. The main advantages of these joint configurations rely on their flexibility to accommodate [...] Read more.
Structural joint configurations realized with serrated steel surfaces have started to be used in the construction fields to assemble the primary and the secondary structural members of civil engineering structures. The main advantages of these joint configurations rely on their flexibility to accommodate construction tolerances and their slip-resistant load-bearing mechanism against dynamic loading conditions. Therefore, it is important to reliably establish the characteristic value of the friction coefficient or in other words the slip factor between the serrated steel surfaces to design reliable slip-resistant connections. In this study, the characteristic slip factor between the CNC-cut serrated surfaces prepared from S355J2 grade steel plates is determined to investigate the impact of the CNC-cutting procedure on the slip-resistant load-bearing behaviour of steel-to-steel interfaces. Five experimental tests were performed according to EN1090-2, Annex G. The results are presented as the load-slip curves, variation of the bolt pre-tension load level, nominal and actual slip factors for the tested configuration of the CNC-cut serrated steel-to-steel interface. Full article
(This article belongs to the Special Issue Development of Connections in Steel Structures for Construction)
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19 pages, 11831 KiB  
Article
Assessment of Rotational Stiffness for Metallic Hinged Base Plates under Axial Loads and Moments
by Mahmoud T. Nawar, Ehab B. Matar, Hassan M. Maaly, Ahmed G. Alaaser and Ayman El-Zohairy
Buildings 2021, 11(8), 368; https://doi.org/10.3390/buildings11080368 - 19 Aug 2021
Cited by 7 | Viewed by 11485
Abstract
Pinned base plate connections are the most common base connection used in low-rise steel buildings. In this research, an extensive parametric study is performed using the Finite Element (FE) software Abaqus to determine the elastic rotational stiffness, moment resistance, and energy absorption of [...] Read more.
Pinned base plate connections are the most common base connection used in low-rise steel buildings. In this research, an extensive parametric study is performed using the Finite Element (FE) software Abaqus to determine the elastic rotational stiffness, moment resistance, and energy absorption of the pinned base plate connection connected to a reinforced concrete footing and subjected to an eccentric axial load. The developed FE model is validated using experimental results from the literature. Moreover, an intensive parametric study is conducted to understand the behavior of these connections better. The investigated parameters include the base plate thickness, anchor bolt diameter, and arrangement and number of bolts. The most effective parameters that affect the elastic rotational stiffness and moment resistance of pinned base connections are the anchor bolt arrangement and diameter. The maximum increase in the rotational stiffness was 53% for the anchor bolt diameter of 30 mm when the base plate thickness increased from 12 mm to 30 mm. Based on the base plate thickness, the moment resistance is improved by 150–260% when the bolt diameter increases from 12 mm to 30 mm. Full article
(This article belongs to the Special Issue Development of Connections in Steel Structures for Construction)
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