An Analysis of Continuous Sandwich Panels with Profiled Faces

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ČUK, Metod ;KOSEL, Franc ;ZRNIĆ, Nenad ;JERMAN, Boris .
An Analysis of Continuous Sandwich Panels with Profiled Faces. 
Strojniški vestnik - Journal of Mechanical Engineering, [S.l.], v. 63, n.12, p. 746-753, june 2018. 
ISSN 0039-2480.
Available at: <https://www.sv-jme.eu/article/analysis-of-continuous-sandwich-panels-with-profiled-faces/>. Date accessed: 20 dec. 2024. 
doi:http://dx.doi.org/10.5545/sv-jme.2017.4844.
Čuk, M., Kosel, F., Zrnić, N., & Jerman, B.
(2017).
An Analysis of Continuous Sandwich Panels with Profiled Faces.
Strojniški vestnik - Journal of Mechanical Engineering, 63(12), 746-753.
doi:http://dx.doi.org/10.5545/sv-jme.2017.4844
@article{sv-jmesv-jme.2017.4844,
	author = {Metod  Čuk and Franc  Kosel and Nenad  Zrnić and Boris  Jerman},
	title = {An Analysis of Continuous Sandwich Panels with Profiled Faces},
	journal = {Strojniški vestnik - Journal of Mechanical Engineering},
	volume = {63},
	number = {12},
	year = {2017},
	keywords = {testing; finite element method; structural analysis; sandwich structures; strongly profiled faces; mineral wool; failure mode},
	abstract = {Structural sandwich panels made of two thin steel facings that are bonded to a thick mineral wool core are often used as roofing material. This paper explores an application of numerical simulations in the investigation of structural behaviour of long span, continuous roof sandwich panels with profiled faces. Because of the required higher load-bearing capacity and strict deflection limitations, roof sandwich panels usually have one of the cover faces strongly profiled. A finite element analysis and an experimental study of a long span sandwich panel (with an inner strongly profiled and a flat outer face) in two-span configuration with transverse loading were conducted with a special attention given to the failure modes and bearing capacity prediction. The results obtained from the experiment confirmed the finite element analysis results.},
	issn = {0039-2480},	pages = {746-753},	doi = {10.5545/sv-jme.2017.4844},
	url = {https://www.sv-jme.eu/article/analysis-of-continuous-sandwich-panels-with-profiled-faces/}
}
Čuk, M.,Kosel, F.,Zrnić, N.,Jerman, B.
2017 June 63. An Analysis of Continuous Sandwich Panels with Profiled Faces. Strojniški vestnik - Journal of Mechanical Engineering. [Online] 63:12
%A Čuk, Metod 
%A Kosel, Franc 
%A Zrnić, Nenad 
%A Jerman, Boris 
%D 2017
%T An Analysis of Continuous Sandwich Panels with Profiled Faces
%B 2017
%9 testing; finite element method; structural analysis; sandwich structures; strongly profiled faces; mineral wool; failure mode
%! An Analysis of Continuous Sandwich Panels with Profiled Faces
%K testing; finite element method; structural analysis; sandwich structures; strongly profiled faces; mineral wool; failure mode
%X Structural sandwich panels made of two thin steel facings that are bonded to a thick mineral wool core are often used as roofing material. This paper explores an application of numerical simulations in the investigation of structural behaviour of long span, continuous roof sandwich panels with profiled faces. Because of the required higher load-bearing capacity and strict deflection limitations, roof sandwich panels usually have one of the cover faces strongly profiled. A finite element analysis and an experimental study of a long span sandwich panel (with an inner strongly profiled and a flat outer face) in two-span configuration with transverse loading were conducted with a special attention given to the failure modes and bearing capacity prediction. The results obtained from the experiment confirmed the finite element analysis results.
%U https://www.sv-jme.eu/article/analysis-of-continuous-sandwich-panels-with-profiled-faces/
%0 Journal Article
%R 10.5545/sv-jme.2017.4844
%& 746
%P 8
%J Strojniški vestnik - Journal of Mechanical Engineering
%V 63
%N 12
%@ 0039-2480
%8 2018-06-27
%7 2018-06-27
Čuk, Metod, Franc  Kosel, Nenad  Zrnić, & Boris  Jerman.
"An Analysis of Continuous Sandwich Panels with Profiled Faces." Strojniški vestnik - Journal of Mechanical Engineering [Online], 63.12 (2017): 746-753. Web.  20 Dec. 2024
TY  - JOUR
AU  - Čuk, Metod 
AU  - Kosel, Franc 
AU  - Zrnić, Nenad 
AU  - Jerman, Boris 
PY  - 2017
TI  - An Analysis of Continuous Sandwich Panels with Profiled Faces
JF  - Strojniški vestnik - Journal of Mechanical Engineering
DO  - 10.5545/sv-jme.2017.4844
KW  - testing; finite element method; structural analysis; sandwich structures; strongly profiled faces; mineral wool; failure mode
N2  - Structural sandwich panels made of two thin steel facings that are bonded to a thick mineral wool core are often used as roofing material. This paper explores an application of numerical simulations in the investigation of structural behaviour of long span, continuous roof sandwich panels with profiled faces. Because of the required higher load-bearing capacity and strict deflection limitations, roof sandwich panels usually have one of the cover faces strongly profiled. A finite element analysis and an experimental study of a long span sandwich panel (with an inner strongly profiled and a flat outer face) in two-span configuration with transverse loading were conducted with a special attention given to the failure modes and bearing capacity prediction. The results obtained from the experiment confirmed the finite element analysis results.
UR  - https://www.sv-jme.eu/article/analysis-of-continuous-sandwich-panels-with-profiled-faces/
@article{{sv-jme}{sv-jme.2017.4844},
	author = {Čuk, M., Kosel, F., Zrnić, N., Jerman, B.},
	title = {An Analysis of Continuous Sandwich Panels with Profiled Faces},
	journal = {Strojniški vestnik - Journal of Mechanical Engineering},
	volume = {63},
	number = {12},
	year = {2017},
	doi = {10.5545/sv-jme.2017.4844},
	url = {https://www.sv-jme.eu/article/analysis-of-continuous-sandwich-panels-with-profiled-faces/}
}
TY  - JOUR
AU  - Čuk, Metod 
AU  - Kosel, Franc 
AU  - Zrnić, Nenad 
AU  - Jerman, Boris 
PY  - 2018/06/27
TI  - An Analysis of Continuous Sandwich Panels with Profiled Faces
JF  - Strojniški vestnik - Journal of Mechanical Engineering; Vol 63, No 12 (2017): Strojniški vestnik - Journal of Mechanical Engineering
DO  - 10.5545/sv-jme.2017.4844
KW  - testing, finite element method, structural analysis, sandwich structures, strongly profiled faces, mineral wool, failure mode
N2  - Structural sandwich panels made of two thin steel facings that are bonded to a thick mineral wool core are often used as roofing material. This paper explores an application of numerical simulations in the investigation of structural behaviour of long span, continuous roof sandwich panels with profiled faces. Because of the required higher load-bearing capacity and strict deflection limitations, roof sandwich panels usually have one of the cover faces strongly profiled. A finite element analysis and an experimental study of a long span sandwich panel (with an inner strongly profiled and a flat outer face) in two-span configuration with transverse loading were conducted with a special attention given to the failure modes and bearing capacity prediction. The results obtained from the experiment confirmed the finite element analysis results.
UR  - https://www.sv-jme.eu/article/analysis-of-continuous-sandwich-panels-with-profiled-faces/
Čuk, Metod, Kosel, Franc, Zrnić, Nenad, AND Jerman, Boris.
"An Analysis of Continuous Sandwich Panels with Profiled Faces" Strojniški vestnik - Journal of Mechanical Engineering [Online], Volume 63 Number 12 (27 June 2018)

Authors

Affiliations

  • University of Ljubljana, Faculty of Mechanical Engineering, Slovenia 1
  • University of Belgrade, Faculty of Mechanical Engineering, Serbia 2

Paper's information

Strojniški vestnik - Journal of Mechanical Engineering 63(2017)12, 746-753
© The Authors, CC-BY 4.0 Int. Change in copyright policy from 2022, Jan 1st.

https://doi.org/10.5545/sv-jme.2017.4844

Structural sandwich panels made of two thin steel facings that are bonded to a thick mineral wool core are often used as roofing material. This paper explores an application of numerical simulations in the investigation of structural behaviour of long span, continuous roof sandwich panels with profiled faces. Because of the required higher load-bearing capacity and strict deflection limitations, roof sandwich panels usually have one of the cover faces strongly profiled. A finite element analysis and an experimental study of a long span sandwich panel (with an inner strongly profiled and a flat outer face) in two-span configuration with transverse loading were conducted with a special attention given to the failure modes and bearing capacity prediction. The results obtained from the experiment confirmed the finite element analysis results.

testing; finite element method; structural analysis; sandwich structures; strongly profiled faces; mineral wool; failure mode