Appropriate spring stiffness models for the end support of bolted angle compression members

Research output: Contribution to journalArticleResearchpeer-review

Abstract

Preliminary numerical and experimental investigations by the authors have highlighted the fact that the stiffness of the rotational restraints at the gusset plates near the ends of members are crucial for the prediction of the compression member capacities of bolted angles. Consequently, analytical models for estimating appropriate spring stiffness values have been developed for several practical applications in buildings and two‐bolt connections at both ends of a member. The connection details investigated comprise a simply fixed gusset plate, a connection to the flange of an I‐shaped section and a connection to the web of an I‐shaped section via a gusset plate. In this paper, the formulae developed are presented alongside the detailed background to their derivation. The stiffness values formulated can in future be used to improve the accuracy of the prediction of the compression member capacities of single steel angles with bolted end connections.
Original languageEnglish
Pages (from-to)291-298
JournalSteel construction
Volume12
Issue number4
DOIs
Publication statusPublished - Nov 2019

Fingerprint

Stiffness
Steel
Flanges
Analytical models

Fields of Expertise

  • Sustainable Systems

Cite this

Appropriate spring stiffness models for the end support of bolted angle compression members. / Kettler, Markus; Unterweger, Harald; Harringer, Thomas.

In: Steel construction, Vol. 12, No. 4, 11.2019, p. 291-298.

Research output: Contribution to journalArticleResearchpeer-review

@article{4287d292c3e8460fa9559805c5de4644,
title = "Appropriate spring stiffness models for the end support of bolted angle compression members",
abstract = "Preliminary numerical and experimental investigations by the authors have highlighted the fact that the stiffness of the rotational restraints at the gusset plates near the ends of members are crucial for the prediction of the compression member capacities of bolted angles. Consequently, analytical models for estimating appropriate spring stiffness values have been developed for several practical applications in buildings and two‐bolt connections at both ends of a member. The connection details investigated comprise a simply fixed gusset plate, a connection to the flange of an I‐shaped section and a connection to the web of an I‐shaped section via a gusset plate. In this paper, the formulae developed are presented alongside the detailed background to their derivation. The stiffness values formulated can in future be used to improve the accuracy of the prediction of the compression member capacities of single steel angles with bolted end connections.",
author = "Markus Kettler and Harald Unterweger and Thomas Harringer",
note = "Selected, extended paper from the SDSS 2019 special session ECCS/TC8 – Structural Stability",
year = "2019",
month = "11",
doi = "10.1002/stco.201900028",
language = "English",
volume = "12",
pages = "291--298",
journal = "Steel construction",
issn = "1867-0520",
publisher = "John Wiley & Sons Inc.",
number = "4",

}

TY - JOUR

T1 - Appropriate spring stiffness models for the end support of bolted angle compression members

AU - Kettler, Markus

AU - Unterweger, Harald

AU - Harringer, Thomas

N1 - Selected, extended paper from the SDSS 2019 special session ECCS/TC8 – Structural Stability

PY - 2019/11

Y1 - 2019/11

N2 - Preliminary numerical and experimental investigations by the authors have highlighted the fact that the stiffness of the rotational restraints at the gusset plates near the ends of members are crucial for the prediction of the compression member capacities of bolted angles. Consequently, analytical models for estimating appropriate spring stiffness values have been developed for several practical applications in buildings and two‐bolt connections at both ends of a member. The connection details investigated comprise a simply fixed gusset plate, a connection to the flange of an I‐shaped section and a connection to the web of an I‐shaped section via a gusset plate. In this paper, the formulae developed are presented alongside the detailed background to their derivation. The stiffness values formulated can in future be used to improve the accuracy of the prediction of the compression member capacities of single steel angles with bolted end connections.

AB - Preliminary numerical and experimental investigations by the authors have highlighted the fact that the stiffness of the rotational restraints at the gusset plates near the ends of members are crucial for the prediction of the compression member capacities of bolted angles. Consequently, analytical models for estimating appropriate spring stiffness values have been developed for several practical applications in buildings and two‐bolt connections at both ends of a member. The connection details investigated comprise a simply fixed gusset plate, a connection to the flange of an I‐shaped section and a connection to the web of an I‐shaped section via a gusset plate. In this paper, the formulae developed are presented alongside the detailed background to their derivation. The stiffness values formulated can in future be used to improve the accuracy of the prediction of the compression member capacities of single steel angles with bolted end connections.

U2 - 10.1002/stco.201900028

DO - 10.1002/stco.201900028

M3 - Article

VL - 12

SP - 291

EP - 298

JO - Steel construction

JF - Steel construction

SN - 1867-0520

IS - 4

ER -