Zobrazeno 1 - 7
of 7
pro vyhledávání: '"Free vibration analysi"'
Publikováno v:
Engineering Analysis with Boundary Elements. 100:24-47
A higher-order mathematical formulation with applications is presented in this paper for the free vibration analysis of arches and beams made of composite materials. Higher-order shear deformation theories are required to capture accurately the three
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::d927e7da06bdb83479c9eefee12bb1df
https://doi.org/10.1016/j.enganabound.2017.07.029
https://doi.org/10.1016/j.enganabound.2017.07.029
Publikováno v:
Applied Sciences; Volume 7; Issue 2; Pages: 131
Applied Sciences, Vol 7, Iss 2, p 131 (2017)
Applied Sciences, Vol 7, Iss 2, p 131 (2017)
The main aim of the present paper is to solve numerically the free vibration problem of sandwich shell structures with variable thickness and made of Functionally Graded Materials (FGMs). Several Higher-order Shear Deformation Theories (HSDTs), defin
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::2bf9c47a90db6818f00c7dca6b6a72b2
https://www.mdpi.com/2076-3417/7/2/131
https://www.mdpi.com/2076-3417/7/2/131
Autor:
Fantuzzi, Nicholas, Tornabene, Francesco, Bacciocchi, Michele, Neves, Ana M. A., Ferreira, Antonio J. M.
In the present paper, strong form finite elements are employed for the free vibration study of laminated arbitrarily shaped plates. In particular, the stability and accuracy of three different Fourier expansion‐based differential quadrature techniq
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::2c0a388ea148f6a9048dbac68ba96c73
http://hdl.handle.net/11585/594970
http://hdl.handle.net/11585/594970
In computational mechanics Finite Elements (FE) are the most common and versatile tool for studying structural components when discontinuities and general shapes are present. FEs are the main items included in all domain decomposition techniques whic
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______4094::0f2c4f2e9a103de57aa834dd1970b24a
http://hdl.handle.net/11585/563117
http://hdl.handle.net/11585/563117
The paper shows the free vibration investigation of simply supported functionally graded material (FGM) shells. Spherical and cylindrical shell geometries are investigated for two different material configurations which are one-layered FGM structures
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::b96654d0219d568c6edf1645c822bf61
https://www.sciencedirect.com/science/article/pii/S0263822316303476
https://www.sciencedirect.com/science/article/pii/S0263822316303476
Composite plates are structural elements that are commonly used in many fields, such as civil, aerospace and mechanical engineering. The mechanical response of these structures has been enhanced by the advancements in the manufacturing processes that
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::86d1de4ba3f84108c362dbe8fc43dad9
http://hdl.handle.net/11585/587183
http://hdl.handle.net/11585/587183
Publikováno v:
Frattura ed Integrità Strutturale, Vol 8, Iss 29 (2014)
Frattura ed Integrità Strutturale, Vol 8, Iss 29, Pp 251-265 (2014)
Frattura ed Integrità Strutturale; Vol 8 No 29 (2014): July 2014; pages 251-265
Frattura ed Integrità Strutturale; V. 8 N. 29 (2014): July 2014; pages 251-265
Frattura ed Integrità Strutturale, Vol 8, Iss 29, Pp 251-265 (2014)
Frattura ed Integrità Strutturale; Vol 8 No 29 (2014): July 2014; pages 251-265
Frattura ed Integrità Strutturale; V. 8 N. 29 (2014): July 2014; pages 251-265
The Strong Formulation Finite Element Method (SFEM) is a numerical solution technique for solving arbitrarily shaped structural systems. This method uses a hybrid scheme given by the Differential Quadrature Method (DQM) and the Finite Element Method
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::958bc8bc9aa9969ab1ec733703d86c5e
https://www.fracturae.com/index.php/fis/article/view/1256
https://www.fracturae.com/index.php/fis/article/view/1256