Bolted connection of cold-formed steel section - A review

Rahima Ummi Kulsum Nadya, Fathoni Usman

Research output: Contribution to journalArticle

Abstract

Cold-formed steel (CFS) sections are lightweight material that are made by rolling or pressing thin gauges of sheet steel into goods in a room temperature environment that are usually manufactured into channel sections, Z-sections, hat sections and some other open sections. CFS usage has increased in the recent years as a structural frame not only for residential buildings but also for multi-storey commercial buildings. Therefore, the understanding of the behaviour of CFS sections especially in its connection are important to be studied. This paper describes the behaviour of CFS sections by reviewing the previous studies specifically on bolted connection of cold-formed steel sections, emphasizing on the design guidelines from Euro code 3: BS EN 1993-1-3 and Euro code 3: BS EN 1993-1-8. The findings from previous studies are discussed in this paper.

Original languageEnglish
Pages (from-to)4737-4745
Number of pages9
JournalARPN Journal of Engineering and Applied Sciences
Volume13
Issue number17
Publication statusPublished - 01 Sep 2018

Fingerprint

Steel
Structural frames
Steel sheet
Gages
Temperature

All Science Journal Classification (ASJC) codes

  • Engineering(all)

Cite this

@article{bc01d852627545b0a0043ae3d98cc1fe,
title = "Bolted connection of cold-formed steel section - A review",
abstract = "Cold-formed steel (CFS) sections are lightweight material that are made by rolling or pressing thin gauges of sheet steel into goods in a room temperature environment that are usually manufactured into channel sections, Z-sections, hat sections and some other open sections. CFS usage has increased in the recent years as a structural frame not only for residential buildings but also for multi-storey commercial buildings. Therefore, the understanding of the behaviour of CFS sections especially in its connection are important to be studied. This paper describes the behaviour of CFS sections by reviewing the previous studies specifically on bolted connection of cold-formed steel sections, emphasizing on the design guidelines from Euro code 3: BS EN 1993-1-3 and Euro code 3: BS EN 1993-1-8. The findings from previous studies are discussed in this paper.",
author = "Nadya, {Rahima Ummi Kulsum} and Fathoni Usman",
year = "2018",
month = "9",
day = "1",
language = "English",
volume = "13",
pages = "4737--4745",
journal = "ARPN Journal of Engineering and Applied Sciences",
issn = "1819-6608",
publisher = "Asian Research Publishing Network (ARPN)",
number = "17",

}

Bolted connection of cold-formed steel section - A review. / Nadya, Rahima Ummi Kulsum; Usman, Fathoni.

In: ARPN Journal of Engineering and Applied Sciences, Vol. 13, No. 17, 01.09.2018, p. 4737-4745.

Research output: Contribution to journalArticle

TY - JOUR

T1 - Bolted connection of cold-formed steel section - A review

AU - Nadya, Rahima Ummi Kulsum

AU - Usman, Fathoni

PY - 2018/9/1

Y1 - 2018/9/1

N2 - Cold-formed steel (CFS) sections are lightweight material that are made by rolling or pressing thin gauges of sheet steel into goods in a room temperature environment that are usually manufactured into channel sections, Z-sections, hat sections and some other open sections. CFS usage has increased in the recent years as a structural frame not only for residential buildings but also for multi-storey commercial buildings. Therefore, the understanding of the behaviour of CFS sections especially in its connection are important to be studied. This paper describes the behaviour of CFS sections by reviewing the previous studies specifically on bolted connection of cold-formed steel sections, emphasizing on the design guidelines from Euro code 3: BS EN 1993-1-3 and Euro code 3: BS EN 1993-1-8. The findings from previous studies are discussed in this paper.

AB - Cold-formed steel (CFS) sections are lightweight material that are made by rolling or pressing thin gauges of sheet steel into goods in a room temperature environment that are usually manufactured into channel sections, Z-sections, hat sections and some other open sections. CFS usage has increased in the recent years as a structural frame not only for residential buildings but also for multi-storey commercial buildings. Therefore, the understanding of the behaviour of CFS sections especially in its connection are important to be studied. This paper describes the behaviour of CFS sections by reviewing the previous studies specifically on bolted connection of cold-formed steel sections, emphasizing on the design guidelines from Euro code 3: BS EN 1993-1-3 and Euro code 3: BS EN 1993-1-8. The findings from previous studies are discussed in this paper.

UR - http://www.scopus.com/inward/record.url?scp=85054248482&partnerID=8YFLogxK

UR - http://www.scopus.com/inward/citedby.url?scp=85054248482&partnerID=8YFLogxK

M3 - Article

VL - 13

SP - 4737

EP - 4745

JO - ARPN Journal of Engineering and Applied Sciences

JF - ARPN Journal of Engineering and Applied Sciences

SN - 1819-6608

IS - 17

ER -