Determination of the Buckling Loads of Circular Annular Plates in the Elastic-Plastic Region

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189 Prenosov
Izvoz citacije: ABNT
BREMEC, Boštjan ;KOSEL, Franc .
Determination of the Buckling Loads of Circular Annular Plates in the Elastic-Plastic Region. 
Strojniški vestnik - Journal of Mechanical Engineering, [S.l.], v. 48, n.11, p. 613-620, july 2017. 
ISSN 0039-2480.
Available at: <https://www.sv-jme.eu/sl/article/determination-of-the-buckling-loads-of-circular-annular-plates-in-the-elastic-plastic-region/>. Date accessed: 14 nov. 2019. 
doi:http://dx.doi.org/.
Bremec, B., & Kosel, F.
(2002).
Determination of the Buckling Loads of Circular Annular Plates in the Elastic-Plastic Region.
Strojniški vestnik - Journal of Mechanical Engineering, 48(11), 613-620.
doi:http://dx.doi.org/
@article{.,
	author = {Boštjan  Bremec and Franc  Kosel},
	title = {Determination of the Buckling Loads of Circular Annular Plates in the Elastic-Plastic Region},
	journal = {Strojniški vestnik - Journal of Mechanical Engineering},
	volume = {48},
	number = {11},
	year = {2002},
	keywords = {annular circular plates; elastic-plastic region; buckling loads; experimental methods; },
	abstract = {This paper presents an experimental determination of the buckling load and the buckling coefficient of a circular, annular plate with constant thickness that is made of an elastic-plastic hardening material. The annulus is simply supported and uniformly loaded on the outer edge, the inner edge is free and not loaded. The unstable state appears when the stress state is already in the elastic-plastic domain. The experimental results are compared to the results obtained from a mathematical model, which can take into account an idealized elastic, linear hardening, rheological model or a measured stress-strain curve. The paper describes the measuring procedure, the equipment and the choice of the material and the geometry of the specimens, which ensure that elastic-plastic buckling occurs during the experiment. The difference between the experimental and numerical results is 5.5 %.},
	issn = {0039-2480},	pages = {613-620},	doi = {},
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}
Bremec, B.,Kosel, F.
2002 July 48. Determination of the Buckling Loads of Circular Annular Plates in the Elastic-Plastic Region. Strojniški vestnik - Journal of Mechanical Engineering. [Online] 48:11
%A Bremec, Boštjan 
%A Kosel, Franc 
%D 2002
%T Determination of the Buckling Loads of Circular Annular Plates in the Elastic-Plastic Region
%B 2002
%9 annular circular plates; elastic-plastic region; buckling loads; experimental methods; 
%! Determination of the Buckling Loads of Circular Annular Plates in the Elastic-Plastic Region
%K annular circular plates; elastic-plastic region; buckling loads; experimental methods; 
%X This paper presents an experimental determination of the buckling load and the buckling coefficient of a circular, annular plate with constant thickness that is made of an elastic-plastic hardening material. The annulus is simply supported and uniformly loaded on the outer edge, the inner edge is free and not loaded. The unstable state appears when the stress state is already in the elastic-plastic domain. The experimental results are compared to the results obtained from a mathematical model, which can take into account an idealized elastic, linear hardening, rheological model or a measured stress-strain curve. The paper describes the measuring procedure, the equipment and the choice of the material and the geometry of the specimens, which ensure that elastic-plastic buckling occurs during the experiment. The difference between the experimental and numerical results is 5.5 %.
%U https://www.sv-jme.eu/sl/article/determination-of-the-buckling-loads-of-circular-annular-plates-in-the-elastic-plastic-region/
%0 Journal Article
%R 
%& 613
%P 8
%J Strojniški vestnik - Journal of Mechanical Engineering
%V 48
%N 11
%@ 0039-2480
%8 2017-07-07
%7 2017-07-07
Bremec, Boštjan, & Franc  Kosel.
"Determination of the Buckling Loads of Circular Annular Plates in the Elastic-Plastic Region." Strojniški vestnik - Journal of Mechanical Engineering [Online], 48.11 (2002): 613-620. Web.  14 Nov. 2019
TY  - JOUR
AU  - Bremec, Boštjan 
AU  - Kosel, Franc 
PY  - 2002
TI  - Determination of the Buckling Loads of Circular Annular Plates in the Elastic-Plastic Region
JF  - Strojniški vestnik - Journal of Mechanical Engineering
DO  - 
KW  - annular circular plates; elastic-plastic region; buckling loads; experimental methods; 
N2  - This paper presents an experimental determination of the buckling load and the buckling coefficient of a circular, annular plate with constant thickness that is made of an elastic-plastic hardening material. The annulus is simply supported and uniformly loaded on the outer edge, the inner edge is free and not loaded. The unstable state appears when the stress state is already in the elastic-plastic domain. The experimental results are compared to the results obtained from a mathematical model, which can take into account an idealized elastic, linear hardening, rheological model or a measured stress-strain curve. The paper describes the measuring procedure, the equipment and the choice of the material and the geometry of the specimens, which ensure that elastic-plastic buckling occurs during the experiment. The difference between the experimental and numerical results is 5.5 %.
UR  - https://www.sv-jme.eu/sl/article/determination-of-the-buckling-loads-of-circular-annular-plates-in-the-elastic-plastic-region/
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	author = {Bremec, B., Kosel, F.},
	title = {Determination of the Buckling Loads of Circular Annular Plates in the Elastic-Plastic Region},
	journal = {Strojniški vestnik - Journal of Mechanical Engineering},
	volume = {48},
	number = {11},
	year = {2002},
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TY  - JOUR
AU  - Bremec, Boštjan 
AU  - Kosel, Franc 
PY  - 2017/07/07
TI  - Determination of the Buckling Loads of Circular Annular Plates in the Elastic-Plastic Region
JF  - Strojniški vestnik - Journal of Mechanical Engineering; Vol 48, No 11 (2002): Strojniški vestnik - Journal of Mechanical Engineering
DO  - 
KW  - annular circular plates, elastic-plastic region, buckling loads, experimental methods, 
N2  - This paper presents an experimental determination of the buckling load and the buckling coefficient of a circular, annular plate with constant thickness that is made of an elastic-plastic hardening material. The annulus is simply supported and uniformly loaded on the outer edge, the inner edge is free and not loaded. The unstable state appears when the stress state is already in the elastic-plastic domain. The experimental results are compared to the results obtained from a mathematical model, which can take into account an idealized elastic, linear hardening, rheological model or a measured stress-strain curve. The paper describes the measuring procedure, the equipment and the choice of the material and the geometry of the specimens, which ensure that elastic-plastic buckling occurs during the experiment. The difference between the experimental and numerical results is 5.5 %.
UR  - https://www.sv-jme.eu/sl/article/determination-of-the-buckling-loads-of-circular-annular-plates-in-the-elastic-plastic-region/
Bremec, Boštjan, AND Kosel, Franc.
"Determination of the Buckling Loads of Circular Annular Plates in the Elastic-Plastic Region" Strojniški vestnik - Journal of Mechanical Engineering [Online], Volume 48 Number 11 (07 July 2017)

Avtorji

Inštitucije

  • University of Ljubljana, Faculty of Mechanical Engineering, Ljubljana, Slovenia
  • University of Ljubljana, Faculty of Mechanical Engineering, Ljubljana, Slovenia

Informacije o papirju

Strojniški vestnik - Journal of Mechanical Engineering 48(2002)11, 613-620

This paper presents an experimental determination of the buckling load and the buckling coefficient of a circular, annular plate with constant thickness that is made of an elastic-plastic hardening material. The annulus is simply supported and uniformly loaded on the outer edge, the inner edge is free and not loaded. The unstable state appears when the stress state is already in the elastic-plastic domain. The experimental results are compared to the results obtained from a mathematical model, which can take into account an idealized elastic, linear hardening, rheological model or a measured stress-strain curve. The paper describes the measuring procedure, the equipment and the choice of the material and the geometry of the specimens, which ensure that elastic-plastic buckling occurs during the experiment. The difference between the experimental and numerical results is 5.5 %.

annular circular plates; elastic-plastic region; buckling loads; experimental methods;