A Linear and a Nonlinear Equilibrium Equation in CAD of Structures

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OBLAK, Maks ;KEGL, Marko ;BUTINAR, Branko .
A Linear and a Nonlinear Equilibrium Equation in CAD of Structures. 
Strojniški vestnik - Journal of Mechanical Engineering, [S.l.], v. 39, n.1-2, p. 6-16, july 2017. 
ISSN 0039-2480.
Available at: <https://www.sv-jme.eu/article/a-linear-and-a-nonlinear-equilibrium-equation-in-cad-of-structures/>. Date accessed: 28 mar. 2024. 
doi:http://dx.doi.org/.
Oblak, M., Kegl, M., & Butinar, B.
(1993).
A Linear and a Nonlinear Equilibrium Equation in CAD of Structures.
Strojniški vestnik - Journal of Mechanical Engineering, 39(1-2), 6-16.
doi:http://dx.doi.org/
@article{.,
	author = {Maks  Oblak and Marko  Kegl and Branko  Butinar},
	title = {A Linear and a Nonlinear Equilibrium Equation in CAD of Structures},
	journal = {Strojniški vestnik - Journal of Mechanical Engineering},
	volume = {39},
	number = {1-2},
	year = {1993},
	keywords = {linear and nonlinear euquilibrium; CAD of structures; },
	abstract = {The paper discusses the introduction of a nonlinear equilibrium equation into the optimal design of structures where a linear equation has been mostly used to date. If kinematic nonlinear effects enter the equilibrium equation, difficulties can arise owing to an unstable equilibrium path of the structure. Because of that, the classic approach to optimal design becomes practically unusable. The new approach presented in this paper is based on a modified problem of optimal design and a variable load level. It is illustrated with two examples where the use of linear and nonlinear equilibrium equations is also compared.},
	issn = {0039-2480},	pages = {6-16},	doi = {},
	url = {https://www.sv-jme.eu/article/a-linear-and-a-nonlinear-equilibrium-equation-in-cad-of-structures/}
}
Oblak, M.,Kegl, M.,Butinar, B.
1993 July 39. A Linear and a Nonlinear Equilibrium Equation in CAD of Structures. Strojniški vestnik - Journal of Mechanical Engineering. [Online] 39:1-2
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%A Kegl, Marko 
%A Butinar, Branko 
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%! A Linear and a Nonlinear Equilibrium Equation in CAD of Structures
%K linear and nonlinear euquilibrium; CAD of structures; 
%X The paper discusses the introduction of a nonlinear equilibrium equation into the optimal design of structures where a linear equation has been mostly used to date. If kinematic nonlinear effects enter the equilibrium equation, difficulties can arise owing to an unstable equilibrium path of the structure. Because of that, the classic approach to optimal design becomes practically unusable. The new approach presented in this paper is based on a modified problem of optimal design and a variable load level. It is illustrated with two examples where the use of linear and nonlinear equilibrium equations is also compared.
%U https://www.sv-jme.eu/article/a-linear-and-a-nonlinear-equilibrium-equation-in-cad-of-structures/
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%J Strojniški vestnik - Journal of Mechanical Engineering
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Oblak, Maks, Marko  Kegl, & Branko  Butinar.
"A Linear and a Nonlinear Equilibrium Equation in CAD of Structures." Strojniški vestnik - Journal of Mechanical Engineering [Online], 39.1-2 (1993): 6-16. Web.  28 Mar. 2024
TY  - JOUR
AU  - Oblak, Maks 
AU  - Kegl, Marko 
AU  - Butinar, Branko 
PY  - 1993
TI  - A Linear and a Nonlinear Equilibrium Equation in CAD of Structures
JF  - Strojniški vestnik - Journal of Mechanical Engineering
DO  - 
KW  - linear and nonlinear euquilibrium; CAD of structures; 
N2  - The paper discusses the introduction of a nonlinear equilibrium equation into the optimal design of structures where a linear equation has been mostly used to date. If kinematic nonlinear effects enter the equilibrium equation, difficulties can arise owing to an unstable equilibrium path of the structure. Because of that, the classic approach to optimal design becomes practically unusable. The new approach presented in this paper is based on a modified problem of optimal design and a variable load level. It is illustrated with two examples where the use of linear and nonlinear equilibrium equations is also compared.
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@article{{}{.},
	author = {Oblak, M., Kegl, M., Butinar, B.},
	title = {A Linear and a Nonlinear Equilibrium Equation in CAD of Structures},
	journal = {Strojniški vestnik - Journal of Mechanical Engineering},
	volume = {39},
	number = {1-2},
	year = {1993},
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TY  - JOUR
AU  - Oblak, Maks 
AU  - Kegl, Marko 
AU  - Butinar, Branko 
PY  - 2017/07/05
TI  - A Linear and a Nonlinear Equilibrium Equation in CAD of Structures
JF  - Strojniški vestnik - Journal of Mechanical Engineering; Vol 39, No 1-2 (1993): Strojniški vestnik - Journal of Mechanical Engineering
DO  - 
KW  - linear and nonlinear euquilibrium, CAD of structures, 
N2  - The paper discusses the introduction of a nonlinear equilibrium equation into the optimal design of structures where a linear equation has been mostly used to date. If kinematic nonlinear effects enter the equilibrium equation, difficulties can arise owing to an unstable equilibrium path of the structure. Because of that, the classic approach to optimal design becomes practically unusable. The new approach presented in this paper is based on a modified problem of optimal design and a variable load level. It is illustrated with two examples where the use of linear and nonlinear equilibrium equations is also compared.
UR  - https://www.sv-jme.eu/article/a-linear-and-a-nonlinear-equilibrium-equation-in-cad-of-structures/
Oblak, Maks, Kegl, Marko, AND Butinar, Branko.
"A Linear and a Nonlinear Equilibrium Equation in CAD of Structures" Strojniški vestnik - Journal of Mechanical Engineering [Online], Volume 39 Number 1-2 (05 July 2017)

Authors

Affiliations

  • University of Maribor, Faculty of Engineering, Slovenia
  • University of Maribor, Faculty of Engineering, Slovenia
  • University of Maribor, Faculty of Engineering, Slovenia

Paper's information

Strojniški vestnik - Journal of Mechanical Engineering 39(1993)1-2, 6-16
© The Authors, CC-BY 4.0 Int. Change in copyright policy from 2022, Jan 1st.

The paper discusses the introduction of a nonlinear equilibrium equation into the optimal design of structures where a linear equation has been mostly used to date. If kinematic nonlinear effects enter the equilibrium equation, difficulties can arise owing to an unstable equilibrium path of the structure. Because of that, the classic approach to optimal design becomes practically unusable. The new approach presented in this paper is based on a modified problem of optimal design and a variable load level. It is illustrated with two examples where the use of linear and nonlinear equilibrium equations is also compared.

linear and nonlinear euquilibrium; CAD of structures;