Relationship between panel stiffness and mid-span deflection in Profiled steel sheeting dry board with geopolymer concrete infill

Mohd Isa Jaffar, Wan Hamidon Wan Badaruzzaman, Mohd Mustafa Al Bakri Abdullah, Shahrizan Baharom, Ligia Mihaela Moga, Andrei Victor Sandu

Research output: Contribution to journalArticle

6 Citations (Scopus)

Abstract

Profiled steel sheeting dry board (PSSDB) consists of steel sheeting that are connected to a dry board using self-drilling and self-tapping screw to form a light composite structure. This study focuses on PSSDB that uses 12 M geopolymer concrete infill with half-sized dry-board infill (GPCHB). The detected weakness of the profiled steel sheeting on this PSSDB system is due to the relatively easy occurrence of local buckling on its structure as it reaches an ultimate load, especially on the top flange. This study aims to analyze the relationship between stiffness and deflection at the mid-span of PSSDB systems using different parameters. Results show that the panel with 12 M GPCHB has 107% and 40% increase in rigidity compared with those of the control (without infill) and full board normal concrete panels, respectively. Mid-span deflection is also reduced to 52%. In conclusion, stiffness increases and deflection decreases when 12 M GPCHB is used in the panel.

Original languageEnglish
Pages (from-to)243-248
Number of pages6
JournalMateriale Plastice
Volume52
Issue number2
Publication statusPublished - 1 Jun 2015

Fingerprint

Geopolymers
Steel
Stiffness
Concretes
Flanges
Composite structures
Rigidity
Buckling
Drilling

Keywords

  • Composite structure
  • Geopolymer concrete
  • Local buckling
  • Stiffness
  • Weakness

ASJC Scopus subject areas

  • Materials Chemistry
  • Polymers and Plastics
  • Chemistry(all)
  • Mechanics of Materials

Cite this

Relationship between panel stiffness and mid-span deflection in Profiled steel sheeting dry board with geopolymer concrete infill. / Jaffar, Mohd Isa; Wan Badaruzzaman, Wan Hamidon; Al Bakri Abdullah, Mohd Mustafa; Baharom, Shahrizan; Moga, Ligia Mihaela; Sandu, Andrei Victor.

In: Materiale Plastice, Vol. 52, No. 2, 01.06.2015, p. 243-248.

Research output: Contribution to journalArticle

Jaffar, Mohd Isa ; Wan Badaruzzaman, Wan Hamidon ; Al Bakri Abdullah, Mohd Mustafa ; Baharom, Shahrizan ; Moga, Ligia Mihaela ; Sandu, Andrei Victor. / Relationship between panel stiffness and mid-span deflection in Profiled steel sheeting dry board with geopolymer concrete infill. In: Materiale Plastice. 2015 ; Vol. 52, No. 2. pp. 243-248.
@article{f10751745cd04db28d84a3391b107751,
title = "Relationship between panel stiffness and mid-span deflection in Profiled steel sheeting dry board with geopolymer concrete infill",
abstract = "Profiled steel sheeting dry board (PSSDB) consists of steel sheeting that are connected to a dry board using self-drilling and self-tapping screw to form a light composite structure. This study focuses on PSSDB that uses 12 M geopolymer concrete infill with half-sized dry-board infill (GPCHB). The detected weakness of the profiled steel sheeting on this PSSDB system is due to the relatively easy occurrence of local buckling on its structure as it reaches an ultimate load, especially on the top flange. This study aims to analyze the relationship between stiffness and deflection at the mid-span of PSSDB systems using different parameters. Results show that the panel with 12 M GPCHB has 107{\%} and 40{\%} increase in rigidity compared with those of the control (without infill) and full board normal concrete panels, respectively. Mid-span deflection is also reduced to 52{\%}. In conclusion, stiffness increases and deflection decreases when 12 M GPCHB is used in the panel.",
keywords = "Composite structure, Geopolymer concrete, Local buckling, Stiffness, Weakness",
author = "Jaffar, {Mohd Isa} and {Wan Badaruzzaman}, {Wan Hamidon} and {Al Bakri Abdullah}, {Mohd Mustafa} and Shahrizan Baharom and Moga, {Ligia Mihaela} and Sandu, {Andrei Victor}",
year = "2015",
month = "6",
day = "1",
language = "English",
volume = "52",
pages = "243--248",
journal = "Mater Plast Elastomeri Fibre Sint",
issn = "0025-5289",
publisher = "Syscom 18 SRL",
number = "2",

}

TY - JOUR

T1 - Relationship between panel stiffness and mid-span deflection in Profiled steel sheeting dry board with geopolymer concrete infill

AU - Jaffar, Mohd Isa

AU - Wan Badaruzzaman, Wan Hamidon

AU - Al Bakri Abdullah, Mohd Mustafa

AU - Baharom, Shahrizan

AU - Moga, Ligia Mihaela

AU - Sandu, Andrei Victor

PY - 2015/6/1

Y1 - 2015/6/1

N2 - Profiled steel sheeting dry board (PSSDB) consists of steel sheeting that are connected to a dry board using self-drilling and self-tapping screw to form a light composite structure. This study focuses on PSSDB that uses 12 M geopolymer concrete infill with half-sized dry-board infill (GPCHB). The detected weakness of the profiled steel sheeting on this PSSDB system is due to the relatively easy occurrence of local buckling on its structure as it reaches an ultimate load, especially on the top flange. This study aims to analyze the relationship between stiffness and deflection at the mid-span of PSSDB systems using different parameters. Results show that the panel with 12 M GPCHB has 107% and 40% increase in rigidity compared with those of the control (without infill) and full board normal concrete panels, respectively. Mid-span deflection is also reduced to 52%. In conclusion, stiffness increases and deflection decreases when 12 M GPCHB is used in the panel.

AB - Profiled steel sheeting dry board (PSSDB) consists of steel sheeting that are connected to a dry board using self-drilling and self-tapping screw to form a light composite structure. This study focuses on PSSDB that uses 12 M geopolymer concrete infill with half-sized dry-board infill (GPCHB). The detected weakness of the profiled steel sheeting on this PSSDB system is due to the relatively easy occurrence of local buckling on its structure as it reaches an ultimate load, especially on the top flange. This study aims to analyze the relationship between stiffness and deflection at the mid-span of PSSDB systems using different parameters. Results show that the panel with 12 M GPCHB has 107% and 40% increase in rigidity compared with those of the control (without infill) and full board normal concrete panels, respectively. Mid-span deflection is also reduced to 52%. In conclusion, stiffness increases and deflection decreases when 12 M GPCHB is used in the panel.

KW - Composite structure

KW - Geopolymer concrete

KW - Local buckling

KW - Stiffness

KW - Weakness

UR - http://www.scopus.com/inward/record.url?scp=84931832817&partnerID=8YFLogxK

UR - http://www.scopus.com/inward/citedby.url?scp=84931832817&partnerID=8YFLogxK

M3 - Article

AN - SCOPUS:84931832817

VL - 52

SP - 243

EP - 248

JO - Mater Plast Elastomeri Fibre Sint

JF - Mater Plast Elastomeri Fibre Sint

SN - 0025-5289

IS - 2

ER -