In this study, it is presented analysis results of bending problems in the anisotropic cantilever thick plates and the anisotropic laminated cantilever thin plates bending problems. Finite element method in this analysis was used. Both Kirchoff's assumptions and Mindlin assumptions are used as the basic governing equations of bending problems in the anisothotropic laminated plates. The analysis results are compared between the anisotropic laminated cantilever thick plates and the anisotropic laminated cantilever thin plates for the variations of thickness-width ratios.

ABSTRACT
 1. 서 론
 2. 기본이론
  2.1 판의 변위벡터와 변형률벡터
 3. 수치해석의 적용
 4. 결 론
 참고문헌

• 박원태(공주대학교 공과대학 건설환경공학부) | Park Weon Tae