Local buckling strength of steel foam sandwich panels

Thin-Walled Structures

Volumn 59, Issue , 2012, Pages 11-19

  Szyniszewski, S ^a   Smith, B H ^b   Hajjar, J F ^c   Arwade, S R ^b   Schafer, B W ^a  

^a Johns Hopkins University   (United States)

^b University of Massachusetts   (United States)

^c Northeastern University   (United States)

Author keywords

Composite panels; Compressive strength; Instability; Local buckling; Metal foam; Sandwich panels; Steel foam

Indexed keywords

ANALYTICAL EXPRESSIONS; BENDING RIGIDITY; CIVIL ENGINEERING APPLICATIONS; CLOSED FORM; COMPOSITE PANELS; CONTINUUM ELEMENTS; EFFECTIVE WIDTH; ELASTIC BUCKLING; FINITE ELEMENT SIMULATIONS; FOAM CORE; INTERNAL VOIDS; LOCAL BUCKLING; LOCAL INSTABILITY; METAL FOAMS; METALLIC FOAM; NEW DESIGN; NON-COMPOSITE; OPTIMAL BALANCE; PARAMETRIC STUDY; SANDWICH PANEL; SINGLE PARAMETER; SOLID STEEL; STEEL CORE; STEEL FACE; STEEL SANDWICH PANELS; YIELDING BEHAVIOR;

BUCKLING; CIVIL ENGINEERING; COMPRESSIVE STRENGTH; ENERGY DISSIPATION; HONEYCOMB STRUCTURES; METALS; PLASMA STABILITY; RIGIDITY; SANDWICH STRUCTURES; THREE DIMENSIONAL; THREE DIMENSIONAL COMPUTER GRAPHICS;

FOAMS;

EID: 84861563996     PISSN: 02638231     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.tws.2012.04.014     Document Type: Article

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