STUDY OF CHARACTERISTIC AERODYNAMIC-STRUCTURE INTERACTION ON 2DOF SECTIONAL MODEL OF THE LONG-SPAN BRIDGE DECKS USING ANSYS SOFTWARE

Aeroelastic is phenomena of interaction between fluid and structure. Flutter is one of the most notable aeroelastic phenomena that occur in long-span bridges that may cause catastrophic structural failure. Flutter instability can be investigated by using numerical and experimental methods. Experimen...

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Main Author: Sulistiya
Format: Theses
Language:Indonesia
Online Access:https://digilib.itb.ac.id/gdl/view/62372
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Institution: Institut Teknologi Bandung
Language: Indonesia
id id-itb.:62372
spelling id-itb.:623722021-12-28T08:49:20ZSTUDY OF CHARACTERISTIC AERODYNAMIC-STRUCTURE INTERACTION ON 2DOF SECTIONAL MODEL OF THE LONG-SPAN BRIDGE DECKS USING ANSYS SOFTWARE Sulistiya Indonesia Theses aeroelastic, flutter, CFD, FSI, flutter derivatives, turbulence model INSTITUT TEKNOLOGI BANDUNG https://digilib.itb.ac.id/gdl/view/62372 Aeroelastic is phenomena of interaction between fluid and structure. Flutter is one of the most notable aeroelastic phenomena that occur in long-span bridges that may cause catastrophic structural failure. Flutter instability can be investigated by using numerical and experimental methods. Experimental methods using wind tunnel are being considered the most effective method. However, a wind tunnel testing is more expensive than a numerical simulation. Even though the numerical method can not replace the experimental method completely, the numerical approach is considered an alternative method to evaluate aeroelastic phenomena.. It also provides additional data in the design phase of long-span bridges. In this study, simulation of fluid-structure interaction (FSI) was used to analyze the critical flutter speed for the 2DoFs sectional model of the long-span bridge decks using Ansys software. The computation of FSI simulated a wind tunnel testing using the free vibration technique. In order to identify the influence of the deck’s shape on the flutter instability mechanisms, the numerical computations were carried on various cross-section shape decks. Afterward, the computations, the dynamic response from the numerical computation were identified to extract the dynamic parameters and flutter derivatives (FDs) coefficients by using Modified Ibrahim Time-Domain Method (MITD) According to the current study, the rectangular cross-section deck (bluff body) with low ratios B/D is more susceptible to the instability flutter than streamlined decks. In the bluff body, it is probably to experience a torsional flutter mechanism. In comparison, the streamlined decks tend to experience coupling flutter. The turbulence models would not influence the result of the flutter predictions and dynamic parameter identifications. text
institution Institut Teknologi Bandung
building Institut Teknologi Bandung Library
continent Asia
country Indonesia
Indonesia
content_provider Institut Teknologi Bandung
collection Digital ITB
language Indonesia
description Aeroelastic is phenomena of interaction between fluid and structure. Flutter is one of the most notable aeroelastic phenomena that occur in long-span bridges that may cause catastrophic structural failure. Flutter instability can be investigated by using numerical and experimental methods. Experimental methods using wind tunnel are being considered the most effective method. However, a wind tunnel testing is more expensive than a numerical simulation. Even though the numerical method can not replace the experimental method completely, the numerical approach is considered an alternative method to evaluate aeroelastic phenomena.. It also provides additional data in the design phase of long-span bridges. In this study, simulation of fluid-structure interaction (FSI) was used to analyze the critical flutter speed for the 2DoFs sectional model of the long-span bridge decks using Ansys software. The computation of FSI simulated a wind tunnel testing using the free vibration technique. In order to identify the influence of the deck’s shape on the flutter instability mechanisms, the numerical computations were carried on various cross-section shape decks. Afterward, the computations, the dynamic response from the numerical computation were identified to extract the dynamic parameters and flutter derivatives (FDs) coefficients by using Modified Ibrahim Time-Domain Method (MITD) According to the current study, the rectangular cross-section deck (bluff body) with low ratios B/D is more susceptible to the instability flutter than streamlined decks. In the bluff body, it is probably to experience a torsional flutter mechanism. In comparison, the streamlined decks tend to experience coupling flutter. The turbulence models would not influence the result of the flutter predictions and dynamic parameter identifications.
format Theses
author Sulistiya
spellingShingle Sulistiya
STUDY OF CHARACTERISTIC AERODYNAMIC-STRUCTURE INTERACTION ON 2DOF SECTIONAL MODEL OF THE LONG-SPAN BRIDGE DECKS USING ANSYS SOFTWARE
author_facet Sulistiya
author_sort Sulistiya
title STUDY OF CHARACTERISTIC AERODYNAMIC-STRUCTURE INTERACTION ON 2DOF SECTIONAL MODEL OF THE LONG-SPAN BRIDGE DECKS USING ANSYS SOFTWARE
title_short STUDY OF CHARACTERISTIC AERODYNAMIC-STRUCTURE INTERACTION ON 2DOF SECTIONAL MODEL OF THE LONG-SPAN BRIDGE DECKS USING ANSYS SOFTWARE
title_full STUDY OF CHARACTERISTIC AERODYNAMIC-STRUCTURE INTERACTION ON 2DOF SECTIONAL MODEL OF THE LONG-SPAN BRIDGE DECKS USING ANSYS SOFTWARE
title_fullStr STUDY OF CHARACTERISTIC AERODYNAMIC-STRUCTURE INTERACTION ON 2DOF SECTIONAL MODEL OF THE LONG-SPAN BRIDGE DECKS USING ANSYS SOFTWARE
title_full_unstemmed STUDY OF CHARACTERISTIC AERODYNAMIC-STRUCTURE INTERACTION ON 2DOF SECTIONAL MODEL OF THE LONG-SPAN BRIDGE DECKS USING ANSYS SOFTWARE
title_sort study of characteristic aerodynamic-structure interaction on 2dof sectional model of the long-span bridge decks using ansys software
url https://digilib.itb.ac.id/gdl/view/62372
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