Nihal Eratli
Current Organizations / Institutes
The organizations/institutes from the scholar's latest article
Research Subjects
Nihal Eratli has a total of 5 co-authors. Here are the top co-authors by number of shared publications:
Mehmet H. Omurtag
Department of Civil Engineering, Istanbul Technical University, 34469 Istanbul, Turkey
1 shared publication- Mehmet Hakkı Omurtag1 shared publication
- Merve Ermis
Department of Civil Engineering, Kırklareli University, Kırklareli, Turkey
1 shared publication Merve Ermiş
Department of Civil Engineering, Istanbul Technical University, 34469 Istanbul, Turkey
1 shared publication- Umit Necmettin Aribas
Istanbul Medipol University, Istanbul, Turkey
1 shared publication
Latest Publications
- 1 March 2019
- Published by Elsevier in Composites Part B: Engineering
- Vol. 160, 285-297
The static and dynamic analyses of warping included composite exact conical helix by mixed FEM
- 1 March 2019
- Published by Elsevier in Composites Part B: Engineering
- Vol. 160, 285-297
The static and dynamic analyses of warping included composite exact conical helix by mixed FEM
- 1 January 2015
- Published by AIP Publishing in AIP Conference Proceedings
- Vol. 1702 (1) , 190006
The influence of the rotary inertia on the dynamic behavior of viscoelastic non-cylindrical helicoidal bars
The objective of this study is to investigate the influence of the rotary inertia on the dynamic behavior of linear viscoelastic non-cylindrical helicoidal bars due to variation of the active turns. Dynamic analysis is performed in the Laplace space by using the mixed finite element method. The standard model is used for defining the viscoelastic material behavior and by using the correspondence principle, the material constants are replaced with their complex counterparts in the Laplace space. The solution under the rectangular impulsive type loading is carried out in the Laplace space and then the results are transformed back to time domain numerically by the Modified Durbin’s transformation algorithm. Some original numerical results for the dynamic behavior of linear viscoelastic non-cylindrical helices with rectangular cross-section are presented.
- 1 January 2015
- Published by AIP Publishing in AIP Conference Proceedings
- Vol. 1702 (1) , 190006
The influence of the rotary inertia on the dynamic behavior of viscoelastic non-cylindrical helicoidal bars
The objective of this study is to investigate the influence of the rotary inertia on the dynamic behavior of linear viscoelastic non-cylindrical helicoidal bars due to variation of the active turns. Dynamic analysis is performed in the Laplace space by using the mixed finite element method. The standard model is used for defining the viscoelastic material behavior and by using the correspondence principle, the material constants are replaced with their complex counterparts in the Laplace space. The solution under the rectangular impulsive type loading is carried out in the Laplace space and then the results are transformed back to time domain numerically by the Modified Durbin’s transformation algorithm. Some original numerical results for the dynamic behavior of linear viscoelastic non-cylindrical helices with rectangular cross-section are presented.