Finite element modeling of impact shear resistance of double skin composite wall. (October 2016)
- Record Type:
- Journal Article
- Title:
- Finite element modeling of impact shear resistance of double skin composite wall. (October 2016)
- Main Title:
- Finite element modeling of impact shear resistance of double skin composite wall
- Authors:
- Hossain, Khandaker M.A.
Rafiei, Shahryar
Lachemi, Mohamed
Behdinan, Kamran
Anwar, Muhammed S. - Abstract:
- Abstract: This paper presents the finite element (FE) modeling of a new form of composite walling system consisting of two skins of profiled steel sheeting and an infill of concrete subjected to in-plane impact loading. Composite wall specimen tested under impact shear loading in two phases, namely Phase I and Phase II was used to develop the FE model. In Phase I, the impact test was performed repeatedly keeping the impact energy of the projectile low intentionally to capture dynamic characteristics of the wall. In Phase II, the impact test was performed once with high impact energy (using maximum projectile speed the apparatus could produce). The developed FE model was used to simulate acceleration/displacement at the top of the wall during impact, impact energy dissipation, fundamental period, stress-strain development/concentration, shear strain/rate evolution, impact duration and bounce back impact time. The FE model predicted values/responses were found to be in good agreement with those obtained from experiments. Extensive parametric studies were conducted to study the influence of varying geometric, material and sheet-concrete interface parameters governing the composite wall performance under impact loading using the developed FE model. Highlights: Novel form of thin walled composite wall with profiled steel sheeting and concrete. Impact shear resistance of walls – with experimentation and modeling. Finite element modeling to simulate response such as acceleration,Abstract: This paper presents the finite element (FE) modeling of a new form of composite walling system consisting of two skins of profiled steel sheeting and an infill of concrete subjected to in-plane impact loading. Composite wall specimen tested under impact shear loading in two phases, namely Phase I and Phase II was used to develop the FE model. In Phase I, the impact test was performed repeatedly keeping the impact energy of the projectile low intentionally to capture dynamic characteristics of the wall. In Phase II, the impact test was performed once with high impact energy (using maximum projectile speed the apparatus could produce). The developed FE model was used to simulate acceleration/displacement at the top of the wall during impact, impact energy dissipation, fundamental period, stress-strain development/concentration, shear strain/rate evolution, impact duration and bounce back impact time. The FE model predicted values/responses were found to be in good agreement with those obtained from experiments. Extensive parametric studies were conducted to study the influence of varying geometric, material and sheet-concrete interface parameters governing the composite wall performance under impact loading using the developed FE model. Highlights: Novel form of thin walled composite wall with profiled steel sheeting and concrete. Impact shear resistance of walls – with experimentation and modeling. Finite element modeling to simulate response such as acceleration, displacement and buckling. Parametric studies to study the influence of materials, geometric and connection parameters. … (more)
- Is Part Of:
- Thin-walled structures. Volume 107(2016)
- Journal:
- Thin-walled structures
- Issue:
- Volume 107(2016)
- Issue Display:
- Volume 107, Issue 2016 (2016)
- Year:
- 2016
- Volume:
- 107
- Issue:
- 2016
- Issue Sort Value:
- 2016-0107-2016-0000
- Page Start:
- 101
- Page End:
- 118
- Publication Date:
- 2016-10
- Subjects:
- Impact loading -- Profiled double skin composite wall -- Finite element modeling -- Experimentation -- Parametric studies
Thin-walled structures -- Periodicals
690.1 - Journal URLs:
- http://www.sciencedirect.com/science/journal/02638231 ↗
http://www.elsevier.com/journals ↗ - DOI:
- 10.1016/j.tws.2016.06.002 ↗
- Languages:
- English
- ISSNs:
- 0263-8231
- Deposit Type:
- Legaldeposit
- View Content:
- Available online (eLD content is only available in our Reading Rooms) ↗
- Physical Locations:
- British Library DSC - 8820.121000
British Library DSC - BLDSS-3PM
British Library HMNTS - ELD Digital store - Ingest File:
- 7446.xml