TORSIONAL BUCKLING ANALYSIS AND DAMAGE TOLERANCE OF GRAPHITE-EPOXY SHAFTS

被引:12
作者
BAUCHAU, OA
KRAFCHACK, TM
HAYES, JF
机构
[1] Rensselaer Polytechnic Inst, Troy,, NY, USA, Rensselaer Polytechnic Inst, Troy, NY, USA
关键词
COMPOSITE MATERIALS - Stresses - CYLINDERS - Buckling - EPOXY RESINS - GRAPHITE;
D O I
10.1177/002199838802200304
中图分类号
TB33 [复合材料];
学科分类号
摘要
The measured torsional buckling load of Graphite/Epoxy shafts is found in good agreement with theoretical predictions based on a general shell theory that includes elastic coupling ffects and transverse shearing deformations. The direction of the applied torque and the lay-up stacking sequence drastically affects the buckling load (up to 80%). Transverse shearing deformations are found signficant when the number of circumferential waves in the buckling pattern is larger than 3. The residual strength of shafts with holes is also measured, and the dominant failure mode remains torsional buckling. The buckling mode patterns are seemingly unaffected by damage but buckling loads are lower compared to undamaged specimens.
引用
收藏
页码:258 / 270
页数:13
相关论文
共 15 条
[1]  
[Anonymous], 1973, STRESSES SHELLS, DOI DOI 10.1007/978-3-642-88291-3
[2]  
BAUCHAU O, 1981, THESIS MIT
[3]   OPTIMAL-DESIGN OF HIGH-SPEED ROTATING GRAPHITE EPOXY SHAFTS [J].
BAUCHAU, OA .
JOURNAL OF COMPOSITE MATERIALS, 1983, 17 (02) :170-181
[4]   STABILITY OF HETEROGENEOUS AEOLOTROPIC CYLINDRICAL SHELLS UNDER COMBINED LOADING [J].
CHENG, S ;
HO, BPC .
AIAA JOURNAL, 1963, 1 (04) :892-898
[5]   SOME PROBLEMS IN STABILITY OF HETEROGENEOUS AEOLOTROPIC CYLINDRICAL SHELLS UNDER COMBINED LOADING [J].
HO, BPC ;
CHENG, S .
AIAA JOURNAL, 1963, 1 (07) :1603-1607
[6]  
HOLSTON A, 1967, USAF WPAFB AFFDLTR67
[7]  
HU GS, 1985, THESIS RENSSELAER PO
[8]  
Lagace P. A., 1982, THESIS MIT
[9]  
Lim J.W., 1986, J AM HELICOPTER SOC, V31, P75
[10]  
LIM JW, 1984, THESIS RENSSELAER PO