Evaluation of Analysis Techniques for Fluted-Core Sandwich Cylinders

Buckling-critical launch-vehicle structures require structural concepts that have high bending stiffness and low mass. Fluted-core, also known as truss-core, sandwich construction is one such concept. In an effort to identify an analysis method appropriate for the preliminary design of fluted-core cylinders, the current paper presents and compares results from several analysis techniques applied to a specific composite fluted-core test article. The analysis techniques are evaluated in terms of their ease of use and for their appropriateness at certain stages throughout a design analysis cycle (DAC). Current analysis techniques that provide accurate determination of the global buckling load are not readily applicable early in the DAC, such as during preliminary design, because they are too costly to run. An analytical approach that neglects transverse-shear deformation is easily applied during preliminary design, but the lack of transverse-shear deformation results in global buckling load predictions that are significantly higher than those from more detailed analysis methods. The current state of the art is either too complex to be applied for preliminary design, or is incapable of the accuracy required to determine global buckling loads for fluted-core cylinders. Therefore, it is necessary to develop an analytical method for calculating global buckling loads of fluted-core cylinders that includes transverse-shear deformations, and that can be easily incorporated in preliminary design.

[2]  Tat-Seng Lok,et al.  Elastic Stiffness Properties and Behavior of Truss-Core Sandwich Panel , 2000 .

[3]  C. Bert,et al.  The behavior of structures composed of composite materials , 1986 .

[4]  David Bushnell,et al.  STRESS, STABILITY AND VIBRATION OF COMPLEX, BRANCHED SHELLS OF REVOLUTION , 1974 .

[5]  Maureen Hand,et al.  Trade Study Results for a Second-Generation Reusable Launch Vehicle Composite Hydrogen Tank , 2004 .

[6]  J. K. Anderson,et al.  Test of a Truss-Core Sandwich Cylinder Loaded to Failure in Bending , 1965 .

[7]  Kang Hai Tan,et al.  Shear Stiffness DQy for C-Core Sandwich Panels , 1996 .

[9]  H. P. Lee,et al.  A numerical analysis approach for evaluating elastic constants of sandwich structures with various cores , 2006 .

[10]  P. Seide,et al.  Buckling of thin-walled circular cylinders , 1968 .

[11]  Mark W. Hilburger,et al.  Compression Behavior of Fluted-Core Composite Panels , 2011 .

[12]  Craig S. Collier,et al.  Efficient Design and Analysis of Lightweight Reinforced Core Sandwich and PRSEUS Structures , 2011 .

[13]  Kang Hai Tan,et al.  Shear Stiffness for Z-Core Sandwich Panels , 1998 .

[15]  Marc R. Schultz,et al.  An Efficient Analysis Methodology for Fluted-Core Composite Structures , 2012 .

[17]  D. Jegley A study of the structural efficiency of fluted core graphite-epoxy panels , 1990 .

[18]  Tat Seng Lok,et al.  Equivalent Stiffness Parameters of Truss-Core Sandwich Panel , 1999 .

[19]  Jani Romanoff,et al.  Bending response of web-core sandwich plates , 2006 .

[20]  Robert M. Jones,et al.  Buckling of circular cylindrical shells with multiple orthotropic layers and eccentric stiffeners. , 1968 .

[21]  C. Libove,et al.  Elastic Constants for Corrugated-Core Sandwich Plates , 1951 .

[22]  David Bushnell GENOPT—a program that writes user-friendly optimization code , 1990 .

[23]  P. Seide The stability under longitudinal compression of flat symmetric corrugated-core sandwich plates with simply supported loaded edges and simply supported or clamped unloaded edges , 1952 .