Numerical study of the behavior of intermeshed steel connections under mixed-mode loading

Mohammad E. Shemshadian, Jia Liang Le, Arturo E. Schultz, Patrick McGetrick, Salam Al-Sabah, Debra Laefer, Anthony Martin, Linh Truong Hong, Minh Phuoc Huynh

Research output: Contribution to journalArticle

Abstract

In recent years, advanced manufacturing techniques, such as high-definition plasma, water jet, and laser cutting, have opened up an opportunity to create a new class of steel connections that rely on intermeshed (i.e. interlocked) components. The main advantage of this type of connection is that they do not require either welding or bolting, which allows faster construction. Although the interest in intermeshed connections has increased in recent years, the mechanical behavior of these connections has not been fully understood. This paper presents a numerical study on the ultimate load capacity failure modes of intermeshed connections under mixed-mode loading. The experimental behavior of the connection components is also investigated through a series of tests. The study considers a recently developed intermeshed connection for beams and columns. The numerical simulations were performed by using a commercially available 3D finite element software package. By considering different types of mixed mode loading, interaction diagrams of axial, shear, and moment capacities of the intermeshed connection were obtained. The results indicated that there exists an intricate interaction among axial, shear, and moment capacities, which arises from the intermeshed configuration of the flanges and web. For each interaction diagram, the corresponding failure mechanism was analyzed. The simulated interaction between axial, shear, and moment capacities were further compared with the provision of the current design codes. While the intermeshed connection studied here showed promise for gravity loading, further study is needed to ensure alignment of the flanges so as to avoid axial and/or flexural failures.

Original languageEnglish (US)
Pages (from-to)89-100
Number of pages12
JournalJournal of Constructional Steel Research
Volume160
DOIs
StatePublished - Sep 1 2019

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Steel
Flanges
Software packages
Failure modes
Gravitation
Welding
Plasmas
Water
Lasers
Computer simulation

Keywords

  • Finite element analysis
  • Interaction
  • Intermeshed
  • Mixed loading
  • Steel connections

ASJC Scopus subject areas

  • Civil and Structural Engineering
  • Building and Construction
  • Mechanics of Materials
  • Metals and Alloys

Cite this

Numerical study of the behavior of intermeshed steel connections under mixed-mode loading. / Shemshadian, Mohammad E.; Le, Jia Liang; Schultz, Arturo E.; McGetrick, Patrick; Al-Sabah, Salam; Laefer, Debra; Martin, Anthony; Hong, Linh Truong; Huynh, Minh Phuoc.

In: Journal of Constructional Steel Research, Vol. 160, 01.09.2019, p. 89-100.

Research output: Contribution to journalArticle

Shemshadian, ME, Le, JL, Schultz, AE, McGetrick, P, Al-Sabah, S, Laefer, D, Martin, A, Hong, LT & Huynh, MP 2019, 'Numerical study of the behavior of intermeshed steel connections under mixed-mode loading', Journal of Constructional Steel Research, vol. 160, pp. 89-100. https://doi.org/10.1016/j.jcsr.2019.04.024
Shemshadian, Mohammad E. ; Le, Jia Liang ; Schultz, Arturo E. ; McGetrick, Patrick ; Al-Sabah, Salam ; Laefer, Debra ; Martin, Anthony ; Hong, Linh Truong ; Huynh, Minh Phuoc. / Numerical study of the behavior of intermeshed steel connections under mixed-mode loading. In: Journal of Constructional Steel Research. 2019 ; Vol. 160. pp. 89-100.
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