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/article/determination-of-the-buckling-loads-of-circular-annular-plates-in-the-elastic-plastic-region/>. Date accessed: 20 dec. 2024. 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 = {},
url = {https://www.sv-jme.eu/article/determination-of-the-buckling-loads-of-circular-annular-plates-in-the-elastic-plastic-region/}
}
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/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. 20 Dec. 2024
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/article/determination-of-the-buckling-loads-of-circular-annular-plates-in-the-elastic-plastic-region/
@article{{}{.},
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},
doi = {},
url = {https://www.sv-jme.eu/article/determination-of-the-buckling-loads-of-circular-annular-plates-in-the-elastic-plastic-region/}
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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/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)
Strojniški vestnik - Journal of Mechanical Engineering 48(2002)11, 613-620
© The Authors, CC-BY 4.0 Int. Change in copyright policy from 2022, Jan 1st.
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 %.