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/sl/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/sl/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/sl/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/sl/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/sl/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/sl/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)
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.
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.