Static Analysis of Cylindrical Sandwich Panels with a Flexible Core and Laminated Composite Face Sheets

被引:17
作者
Afshin, Mehdi [1 ]
Sadighi, Mojtaba [1 ]
Shakeri, Mahmood [1 ]
机构
[1] Amirkabir Univ Technol, Dept Mech Engn, Tehran, Iran
关键词
cylindrical sandwich panel; flexible core; high-order theory; layerwise theory; stress analysis; CLOSED-FORM SOLUTIONS; HIGH-ORDER BEHAVIOR; FREE-VIBRATION; BEAMS; SHELLS;
D O I
10.1177/0021998309359215
中图分类号
TB33 [复合材料];
学科分类号
摘要
In this study, static response of cylindrical sandwich panels with flexible core based on the high-order theory (HOT) of sandwich structures is investigated. A layerwise formulation is developed to study the applicability of HOT. The face sheets are considered as composite laminates with cross-ply layup that follow first-order shear deformation assumption and the core is considered as a linear elastic medium with out-of-plane stresses only. The field equations along with the boundary conditions are derived by means of the principle of minimum potential energy. A closed-form solution is developed for simply supported boundary conditions and a comparison is made with results from the commercial finite element software ANSYS to verify high-order and layerwise solution results. Finally, influence of parameters including the core to face sheets stiffness ratio and the core to face sheets thickness ratio on the applicability of HOT is investigated. Results demonstrate a good agreement between high-order and layerwise results for the small thickness ratio of the core to the face sheet and low stiffness cores.
引用
收藏
页码:1455 / 1476
页数:22
相关论文
共 33 条
[1]  
Allen H. G., 2013, ANAL DESIGN STRUCTUR
[2]   Free vibration analysis of curved sandwich beams [J].
Bozhevolnaya, E ;
Sun, JQ .
JOURNAL OF SANDWICH STRUCTURES & MATERIALS, 2004, 6 (01) :47-73
[3]  
Bozhevolnaya E., 2001, Journal of Sandwich Structures and Materials, V3, P311
[4]   BEHAVIOR OF DELAMINATED SANDWICH BEAM WITH TRANSVERSELY FLEXIBLE CORE - HIGH-ORDER THEORY [J].
FROSTIG, Y .
COMPOSITE STRUCTURES, 1992, 20 (01) :1-16
[5]   HIGH-ORDER THEORY FOR SANDWICH-BEAM BEHAVIOR WITH TRANSVERSELY FLEXIBLE CORE [J].
FROSTIG, Y ;
BARUCH, M ;
VILNAY, O ;
SHEINMAN, I .
JOURNAL OF ENGINEERING MECHANICS-ASCE, 1992, 118 (05) :1026-1043
[6]   High-order free vibration of sandwich panels with a flexible core [J].
Frostig, Y ;
Thomsen, OT .
INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 2004, 41 (5-6) :1697-1724
[7]   FREE-VIBRATIONS OF SANDWICH BEAMS WITH A TRANSVERSELY FLEXIBLE CORE - A HIGH-ORDER APPROACH [J].
FROSTIG, Y ;
BARUCH, M .
JOURNAL OF SOUND AND VIBRATION, 1994, 176 (02) :195-208
[8]   HIGH-ORDER BUCKLING ANALYSIS OF SANDWICH BEAMS WITH TRANSVERSELY FLEXIBLE CORE [J].
FROSTIG, Y ;
BARUCH, M .
JOURNAL OF ENGINEERING MECHANICS-ASCE, 1993, 119 (03) :476-495
[9]   High-order bending analysis of unidirectional curved "soft" sandwich panels with disbonds and slipping layers [J].
Frostig, Y ;
Thomsen, OT ;
Vinson, JR .
JOURNAL OF SANDWICH STRUCTURES & MATERIALS, 2004, 6 (02) :167-194
[10]   ON STRESS-CONCENTRATION IN THE BENDING OF SANDWICH BEAMS WITH TRANSVERSELY FLEXIBLE CORE [J].
FROSTIG, Y .
COMPOSITE STRUCTURES, 1993, 24 (02) :161-169