The vibration over a spatially curved steel wire with an outer band

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OTRIN, Miha ;BOLTEŽAR, Miha .
The vibration over a spatially curved steel wire with an outer band. 
Strojniški vestnik - Journal of Mechanical Engineering, [S.l.], v. 53, n.10, p. 635-656, august 2017. 
ISSN 0039-2480.
Available at: <https://www.sv-jme.eu/sl/article/the-vibration-over-a-spatially-curved-steel-wire-with-an-outer-band/>. Date accessed: 21 oct. 2020. 
doi:http://dx.doi.org/.
Otrin, M., & Boltežar, M.
(2007).
The vibration over a spatially curved steel wire with an outer band.
Strojniški vestnik - Journal of Mechanical Engineering, 53(10), 635-656.
doi:http://dx.doi.org/
@article{.,
	author = {Miha  Otrin and Miha  Boltežar},
	title = {The vibration over a spatially curved steel wire with an outer band},
	journal = {Strojniški vestnik - Journal of Mechanical Engineering},
	volume = {53},
	number = {10},
	year = {2007},
	keywords = {vibration transmission; steel wire; numerical modeling; energy dissipation; },
	abstract = {This paper presents a study of the transmission of vibration over a spatially curved steel wire with an outer band. The physical model for the lateral vibrations of the steel wire and the outer band is based on the Euler-Bernoulli beam theory, with no axial preload. The dissipation of the energy is presented with two models: the viscous- and the structural-damping mode's. The frequency dependence of the dynamic modulus of elasticity is identified with an adaptive process. The vibration transmissibility was computed numerically on the basis of finite elements with the use of the Newmark integration scheme. The numerical model for the steel wire was validated experimentally. The penalty contact model between the steel wire and the outer band was used. The numerical simulation for the influence of different gap values on the vibration transmission was made. The use of a mechanical filter to minimise vibration transmission is also demonstrated in numerical simulations.  },
	issn = {0039-2480},	pages = {635-656},	doi = {},
	url = {https://www.sv-jme.eu/sl/article/the-vibration-over-a-spatially-curved-steel-wire-with-an-outer-band/}
}
Otrin, M.,Boltežar, M.
2007 August 53. The vibration over a spatially curved steel wire with an outer band. Strojniški vestnik - Journal of Mechanical Engineering. [Online] 53:10
%A Otrin, Miha 
%A Boltežar, Miha 
%D 2007
%T The vibration over a spatially curved steel wire with an outer band
%B 2007
%9 vibration transmission; steel wire; numerical modeling; energy dissipation; 
%! The vibration over a spatially curved steel wire with an outer band
%K vibration transmission; steel wire; numerical modeling; energy dissipation; 
%X This paper presents a study of the transmission of vibration over a spatially curved steel wire with an outer band. The physical model for the lateral vibrations of the steel wire and the outer band is based on the Euler-Bernoulli beam theory, with no axial preload. The dissipation of the energy is presented with two models: the viscous- and the structural-damping mode's. The frequency dependence of the dynamic modulus of elasticity is identified with an adaptive process. The vibration transmissibility was computed numerically on the basis of finite elements with the use of the Newmark integration scheme. The numerical model for the steel wire was validated experimentally. The penalty contact model between the steel wire and the outer band was used. The numerical simulation for the influence of different gap values on the vibration transmission was made. The use of a mechanical filter to minimise vibration transmission is also demonstrated in numerical simulations.  
%U https://www.sv-jme.eu/sl/article/the-vibration-over-a-spatially-curved-steel-wire-with-an-outer-band/
%0 Journal Article
%R 
%& 635
%P 22
%J Strojniški vestnik - Journal of Mechanical Engineering
%V 53
%N 10
%@ 0039-2480
%8 2017-08-18
%7 2017-08-18
Otrin, Miha, & Miha  Boltežar.
"The vibration over a spatially curved steel wire with an outer band." Strojniški vestnik - Journal of Mechanical Engineering [Online], 53.10 (2007): 635-656. Web.  21 Oct. 2020
TY  - JOUR
AU  - Otrin, Miha 
AU  - Boltežar, Miha 
PY  - 2007
TI  - The vibration over a spatially curved steel wire with an outer band
JF  - Strojniški vestnik - Journal of Mechanical Engineering
DO  - 
KW  - vibration transmission; steel wire; numerical modeling; energy dissipation; 
N2  - This paper presents a study of the transmission of vibration over a spatially curved steel wire with an outer band. The physical model for the lateral vibrations of the steel wire and the outer band is based on the Euler-Bernoulli beam theory, with no axial preload. The dissipation of the energy is presented with two models: the viscous- and the structural-damping mode's. The frequency dependence of the dynamic modulus of elasticity is identified with an adaptive process. The vibration transmissibility was computed numerically on the basis of finite elements with the use of the Newmark integration scheme. The numerical model for the steel wire was validated experimentally. The penalty contact model between the steel wire and the outer band was used. The numerical simulation for the influence of different gap values on the vibration transmission was made. The use of a mechanical filter to minimise vibration transmission is also demonstrated in numerical simulations.  
UR  - https://www.sv-jme.eu/sl/article/the-vibration-over-a-spatially-curved-steel-wire-with-an-outer-band/
@article{{}{.},
	author = {Otrin, M., Boltežar, M.},
	title = {The vibration over a spatially curved steel wire with an outer band},
	journal = {Strojniški vestnik - Journal of Mechanical Engineering},
	volume = {53},
	number = {10},
	year = {2007},
	doi = {},
	url = {https://www.sv-jme.eu/sl/article/the-vibration-over-a-spatially-curved-steel-wire-with-an-outer-band/}
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TY  - JOUR
AU  - Otrin, Miha 
AU  - Boltežar, Miha 
PY  - 2017/08/18
TI  - The vibration over a spatially curved steel wire with an outer band
JF  - Strojniški vestnik - Journal of Mechanical Engineering; Vol 53, No 10 (2007): Strojniški vestnik - Journal of Mechanical Engineering
DO  - 
KW  - vibration transmission, steel wire, numerical modeling, energy dissipation, 
N2  - This paper presents a study of the transmission of vibration over a spatially curved steel wire with an outer band. The physical model for the lateral vibrations of the steel wire and the outer band is based on the Euler-Bernoulli beam theory, with no axial preload. The dissipation of the energy is presented with two models: the viscous- and the structural-damping mode's. The frequency dependence of the dynamic modulus of elasticity is identified with an adaptive process. The vibration transmissibility was computed numerically on the basis of finite elements with the use of the Newmark integration scheme. The numerical model for the steel wire was validated experimentally. The penalty contact model between the steel wire and the outer band was used. The numerical simulation for the influence of different gap values on the vibration transmission was made. The use of a mechanical filter to minimise vibration transmission is also demonstrated in numerical simulations.  
UR  - https://www.sv-jme.eu/sl/article/the-vibration-over-a-spatially-curved-steel-wire-with-an-outer-band/
Otrin, Miha, AND Boltežar, Miha.
"The vibration over a spatially curved steel wire with an outer band" Strojniški vestnik - Journal of Mechanical Engineering [Online], Volume 53 Number 10 (18 August 2017)

Avtorji

Inštitucije

  • Cimos, d.d., Koper, Slovenia
  • University of Ljubljana, Faculty of Mechanical Engineering, Slovenia

Informacije o papirju

Strojniški vestnik - Journal of Mechanical Engineering 53(2007)10, 635-656

This paper presents a study of the transmission of vibration over a spatially curved steel wire with an outer band. The physical model for the lateral vibrations of the steel wire and the outer band is based on the Euler-Bernoulli beam theory, with no axial preload. The dissipation of the energy is presented with two models: the viscous- and the structural-damping mode's. The frequency dependence of the dynamic modulus of elasticity is identified with an adaptive process. The vibration transmissibility was computed numerically on the basis of finite elements with the use of the Newmark integration scheme. The numerical model for the steel wire was validated experimentally. The penalty contact model between the steel wire and the outer band was used. The numerical simulation for the influence of different gap values on the vibration transmission was made. The use of a mechanical filter to minimise vibration transmission is also demonstrated in numerical simulations.  

vibration transmission; steel wire; numerical modeling; energy dissipation;