GONZÁLEZ-CRUZ, Claudia Aide;JAUREGUI-CORREA, Juan Carlos;HERRERA-RUIZ, Gilberto . Nonlinear Response of Cantilever Beams Due to Large Geometric Deformations: Experimental Validation. Strojniški vestnik - Journal of Mechanical Engineering, [S.l.], v. 62, n.3, p. 187-196, june 2018. ISSN 0039-2480. Available at: <https://www.sv-jme.eu/sl/article/nonlinear-response-of-cantilever-beams-due-to-large-geometric-deformations-experimental-validation/>. Date accessed: 10 dec. 2024. doi:http://dx.doi.org/10.5545/sv-jme.2015.2964.
González-Cruz, C., Jauregui-Correa, J., & Herrera-Ruiz, G. (2016). Nonlinear Response of Cantilever Beams Due to Large Geometric Deformations: Experimental Validation. Strojniški vestnik - Journal of Mechanical Engineering, 62(3), 187-196. doi:http://dx.doi.org/10.5545/sv-jme.2015.2964
@article{sv-jmesv-jme.2015.2964, author = {Claudia Aide González-Cruz and Juan Carlos Jauregui-Correa and Gilberto Herrera-Ruiz}, title = {Nonlinear Response of Cantilever Beams Due to Large Geometric Deformations: Experimental Validation}, journal = {Strojniški vestnik - Journal of Mechanical Engineering}, volume = {62}, number = {3}, year = {2016}, keywords = {phase diagram; harmonic distortion; continuous wavelet transform; large geometric deformations}, abstract = {Many structural elements, such as gas turbine fans, wind turbine blades, springboards among others are designed as slender elements. Since their dynamic behaviour can be modeled as cantilever beams, it is important to understand their nonlinear behaviour due to large deformations. In this way, this work presents the experimental validation of a simplified model of a cantilever beam. The model is formulated considering large geometric deformations and assuming a Galerkin approach. The model is validated experimentally, and it is found that there is a characteristic frequency related to the nonlinear terms. The data is analysed using time-frequency maps produced with the continuous wavelet transform.}, issn = {0039-2480}, pages = {187-196}, doi = {10.5545/sv-jme.2015.2964}, url = {https://www.sv-jme.eu/sl/article/nonlinear-response-of-cantilever-beams-due-to-large-geometric-deformations-experimental-validation/} }
González-Cruz, C.,Jauregui-Correa, J.,Herrera-Ruiz, G. 2016 June 62. Nonlinear Response of Cantilever Beams Due to Large Geometric Deformations: Experimental Validation. Strojniški vestnik - Journal of Mechanical Engineering. [Online] 62:3
%A González-Cruz, Claudia Aide %A Jauregui-Correa, Juan Carlos %A Herrera-Ruiz, Gilberto %D 2016 %T Nonlinear Response of Cantilever Beams Due to Large Geometric Deformations: Experimental Validation %B 2016 %9 phase diagram; harmonic distortion; continuous wavelet transform; large geometric deformations %! Nonlinear Response of Cantilever Beams Due to Large Geometric Deformations: Experimental Validation %K phase diagram; harmonic distortion; continuous wavelet transform; large geometric deformations %X Many structural elements, such as gas turbine fans, wind turbine blades, springboards among others are designed as slender elements. Since their dynamic behaviour can be modeled as cantilever beams, it is important to understand their nonlinear behaviour due to large deformations. In this way, this work presents the experimental validation of a simplified model of a cantilever beam. The model is formulated considering large geometric deformations and assuming a Galerkin approach. The model is validated experimentally, and it is found that there is a characteristic frequency related to the nonlinear terms. The data is analysed using time-frequency maps produced with the continuous wavelet transform. %U https://www.sv-jme.eu/sl/article/nonlinear-response-of-cantilever-beams-due-to-large-geometric-deformations-experimental-validation/ %0 Journal Article %R 10.5545/sv-jme.2015.2964 %& 187 %P 10 %J Strojniški vestnik - Journal of Mechanical Engineering %V 62 %N 3 %@ 0039-2480 %8 2018-06-27 %7 2018-06-27
González-Cruz, Claudia, Juan Carlos Jauregui-Correa, & Gilberto Herrera-Ruiz. "Nonlinear Response of Cantilever Beams Due to Large Geometric Deformations: Experimental Validation." Strojniški vestnik - Journal of Mechanical Engineering [Online], 62.3 (2016): 187-196. Web. 10 Dec. 2024
TY - JOUR AU - González-Cruz, Claudia Aide AU - Jauregui-Correa, Juan Carlos AU - Herrera-Ruiz, Gilberto PY - 2016 TI - Nonlinear Response of Cantilever Beams Due to Large Geometric Deformations: Experimental Validation JF - Strojniški vestnik - Journal of Mechanical Engineering DO - 10.5545/sv-jme.2015.2964 KW - phase diagram; harmonic distortion; continuous wavelet transform; large geometric deformations N2 - Many structural elements, such as gas turbine fans, wind turbine blades, springboards among others are designed as slender elements. Since their dynamic behaviour can be modeled as cantilever beams, it is important to understand their nonlinear behaviour due to large deformations. In this way, this work presents the experimental validation of a simplified model of a cantilever beam. The model is formulated considering large geometric deformations and assuming a Galerkin approach. The model is validated experimentally, and it is found that there is a characteristic frequency related to the nonlinear terms. The data is analysed using time-frequency maps produced with the continuous wavelet transform. UR - https://www.sv-jme.eu/sl/article/nonlinear-response-of-cantilever-beams-due-to-large-geometric-deformations-experimental-validation/
@article{{sv-jme}{sv-jme.2015.2964}, author = {González-Cruz, C., Jauregui-Correa, J., Herrera-Ruiz, G.}, title = {Nonlinear Response of Cantilever Beams Due to Large Geometric Deformations: Experimental Validation}, journal = {Strojniški vestnik - Journal of Mechanical Engineering}, volume = {62}, number = {3}, year = {2016}, doi = {10.5545/sv-jme.2015.2964}, url = {https://www.sv-jme.eu/sl/article/nonlinear-response-of-cantilever-beams-due-to-large-geometric-deformations-experimental-validation/} }
TY - JOUR AU - González-Cruz, Claudia Aide AU - Jauregui-Correa, Juan Carlos AU - Herrera-Ruiz, Gilberto PY - 2018/06/27 TI - Nonlinear Response of Cantilever Beams Due to Large Geometric Deformations: Experimental Validation JF - Strojniški vestnik - Journal of Mechanical Engineering; Vol 62, No 3 (2016): Strojniški vestnik - Journal of Mechanical Engineering DO - 10.5545/sv-jme.2015.2964 KW - phase diagram, harmonic distortion, continuous wavelet transform, large geometric deformations N2 - Many structural elements, such as gas turbine fans, wind turbine blades, springboards among others are designed as slender elements. Since their dynamic behaviour can be modeled as cantilever beams, it is important to understand their nonlinear behaviour due to large deformations. In this way, this work presents the experimental validation of a simplified model of a cantilever beam. The model is formulated considering large geometric deformations and assuming a Galerkin approach. The model is validated experimentally, and it is found that there is a characteristic frequency related to the nonlinear terms. The data is analysed using time-frequency maps produced with the continuous wavelet transform. UR - https://www.sv-jme.eu/sl/article/nonlinear-response-of-cantilever-beams-due-to-large-geometric-deformations-experimental-validation/
González-Cruz, Claudia, Jauregui-Correa, Juan, AND Herrera-Ruiz, Gilberto. "Nonlinear Response of Cantilever Beams Due to Large Geometric Deformations: Experimental Validation" Strojniški vestnik - Journal of Mechanical Engineering [Online], Volume 62 Number 3 (27 June 2018)
Strojniški vestnik - Journal of Mechanical Engineering 62(2016)3, 187-196
© The Authors, CC-BY 4.0 Int. Change in copyright policy from 2022, Jan 1st.
Many structural elements, such as gas turbine fans, wind turbine blades, springboards among others are designed as slender elements. Since their dynamic behaviour can be modeled as cantilever beams, it is important to understand their nonlinear behaviour due to large deformations. In this way, this work presents the experimental validation of a simplified model of a cantilever beam. The model is formulated considering large geometric deformations and assuming a Galerkin approach. The model is validated experimentally, and it is found that there is a characteristic frequency related to the nonlinear terms. The data is analysed using time-frequency maps produced with the continuous wavelet transform.