GROUND VIBRATION TEST PLANNING OF A FIGHTER AIRCRAFT BY USING A ROUGH FINITE ELEMENT MODEL

被引:0
|
作者
Koksal, Sertac [1 ]
Yildiz, Erdinc Nuri [1 ]
Yazicioglu, Yigit [2 ]
Ozgen, Gokhan Osman [2 ]
机构
[1] Ekinoks AG Def Ind Corp, Ankara, Turkey
[2] Middle E Tech Univ, Dept Mech Engn, TR-06531 Ankara, Turkey
来源
PROCEEDINGS OF THE ASME INTERNATIONAL MECHANICAL ENGINEERING CONGRESS AND EXPOSITION, 2013, VOL 4A | 2014年
关键词
D O I
暂无
中图分类号
TP [自动化技术、计算机技术];
学科分类号
0812 ;
摘要
Certification process is one of the crucial procedures for safety in the design of a new aerial platform. Flight flutter testing is the most critical component for the certification process. Usually a flutter analysis is performed beforehand for the planning of flight flutter testing of an aircraft which mostly requires the Finite Element Model (FEM) together with Ground Vibration Testing (GVT) to construct the structural dynamic model of the complete aircraft for the flutter analyses. GVT is not only required for new aircraft design but also when considerable changes are made to an existing aircraft or when new external load configurations are introduced. Experimental methods require high effort, high budget, long time, and much repetition. Therefore, the computational and theoretical studies seem more applicable in the early phase. However, GVT of an available fighter aircraft in defense projects becomes an issue for the designers if a detailed FEM of the aircraft is not available prior to test. Hence, planning of the GVT in early stage is vital for project leaders. In this study, a rough FEM of a fighter aircraft is developed and correlated to available GVT data for planning purpose. The representative mode shapes are evaluated by estimation of the several sections of the aircraft. It is also shown that a rough FEM of the aircraft can be utilized for determination of the measurement and excitation points on the aircraft in planning stage. The geometrical properties, physical limitations and basic requirements of GVT are also taken into account for an efficient planning.
引用
收藏
页数:9
相关论文
共 50 条
  • [31] Finite element model calibration of a steel railway bridge via ambient vibration test
    Arisoy, Bengi
    Erol, Osman
    STEEL AND COMPOSITE STRUCTURES, 2018, 27 (03): : 327 - 335
  • [32] SIMPLIFIED GROUND VIBRATION TEST PROCEDURE FOR SAILPLANES AND LIGHT AIRCRAFT.
    Niedbal, N.
    AGARD Conference Proceedings, 1979, (278): : 1 - 5
  • [33] Parametric studies on ground vibration test modeling for highly flexible aircraft
    Chang, Chong-Seok
    Hodges, Dewey H.
    JOURNAL OF AIRCRAFT, 2007, 44 (06): : 2049 - 2059
  • [34] Finite element model development for aircraft fuselage structures
    Buehrle, Ralph D.
    Fleming, Gary A.
    Pappa, Richard S.
    Grosveld, Ferdinand W.
    S V Sound and Vibration, 2001, 35 (01): : 32 - 38
  • [35] Finite element model development for aircraft fuselage structures
    Buehrle, RD
    Fleming, GA
    Pappa, RS
    Grosveld, FW
    SOUND AND VIBRATION, 2001, 35 (01): : 32 - 38
  • [36] Finite element model for piles in liquefiable ground
    Wang, Rui
    Fu, Pengcheng
    Zhang, Jian-Min
    COMPUTERS AND GEOTECHNICS, 2016, 72 : 1 - 14
  • [37] Vibration analysis for fouling detection using hammer impact test and finite element simulation
    Silva, J. J.
    Queiroz, I. B.
    Lima, A. M. N.
    Neff, F. H.
    Rocha Neto, J. S.
    2008 IEEE INSTRUMENTATION AND MEASUREMENT TECHNOLOGY CONFERENCE, VOLS 1-5, 2008, : 636 - 640
  • [38] Finite element model updating for the Runyang Cable-stayed Bridge tower using ambient vibration test results
    Ding, Youliang
    Li, Aiqun
    ADVANCES IN STRUCTURAL ENGINEERING, 2008, 11 (03) : 323 - 335
  • [39] Finite element model updating of in-filled RC frames with low strength concrete using ambient vibration test
    Arslan, Mehmet Emin
    Durmus, Ahmet
    EARTHQUAKES AND STRUCTURES, 2013, 5 (01) : 111 - 127
  • [40] Calculation of vibration transmission over bedrock using a waveguide finite element model
    Peplow, A. T.
    Finnveden, S.
    INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 2008, 32 (06) : 701 - 719