Response of composite beam under low-velocity impact of multiple masses

Composite Structures

Volumn 44, Issue 2-3, 1999, Pages 205-220

  Lam, K Y ^a   Sathiyamoorthy, T S ^a  

^a NATIONAL UNIVERSITY OF SINGAPORE   (Singapore)

Author keywords

[No Author keywords available]

Indexed keywords

BOUNDARY CONDITIONS; COMPOSITE STRUCTURES; DIFFERENTIAL EQUATIONS; DYNAMIC RESPONSE; KINETIC ENERGY; LAGRANGE MULTIPLIERS; POTENTIAL ENERGY; SHEAR DEFORMATION; STRUCTURAL LOADS; VELOCITY;

BEAM DISPLACEMENT FIELD; HERTZIAN CONTACT LAW; LOW VELOCITY IMPACT;

COMPOSITE BEAMS AND GIRDERS;

EID: 0032623928     PISSN: 02638223     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0263-8223(99)80000-2     Document Type: Article

References (6)

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2. [2] Lee Y, Hamilton JF, Sullivan JW. The lumped parameter method for impact problems. J. Appl. Mech. 1983;50:823-827.
3. [3] Shankar BV, Sun CT. An efficient numerical algorithm for transverse impact problems. Comput. Struct. 1985;20(6):1009-12.
4. [4] Sun CT. An analytical method for evaluation of impact damage energy of laminated composites. In: Fourth Conf. on Composite Materials: Testing and Design. ASTM STP 617, 1977:427-440.
5. [5] Reddy JN. A simple higher order theory for the laminated composite plates. J. Appl. Mech. 1984;51:745-52.
6. [6] Krishnaswamy S, Chandrashekhara K, Wu WZB. Analytical solutions to vibration of generally layered composite beams. J. Sound Vibr. 1992;159(1):85-99.