A numerical model for static and free vibration analysis of elastic composite beams with end shear restraint

Meccanica

Volumn 45, Issue 4, 2010, Pages 463-474

  Ellakany, Ahmed M ^a   Tablia, Hussein A ^a  

^a Alexandria University The Faculty Of Engineering   (Egypt)

Author keywords

Elastic composite beams; End shear restraint; Numerical model; Static and free vibration analysis; Transfer matrix analog beam method

Indexed keywords

ELASTIC COMPOSITES; END SHEAR RESTRAINT; FREE-VIBRATION ANALYSIS; NUMERICAL MODELS; TRANSFER MATRIXES;

BRIDGES; COMPOSITE BEAMS AND GIRDERS; CONCRETE BLOCKS; CONCRETE SLABS; FREQUENCY RESPONSE; MATHEMATICAL MODELS; NUMERICAL METHODS; TRANSFER MATRIX METHOD;

VIBRATION ANALYSIS;

EID: 77955665317     PISSN: 00256455     EISSN: None     Source Type: Journal    
DOI: 10.1007/s11012-009-9268-1     Document Type: Article

References (16)

1. G Ranzi A Zona 2007 A steel-concrete composite beam model with partial interaction including the shear deformability of the steel component Eng Struct 29 3026 3041 10.1016/j.engstruct.2007.02.007 (Pubitemid 350000986)
2. G Ranzi MA Bradford B Uy 2003 A general method of analysis of composite beams with partial interaction Steel Compos Struct 3 3 169 184
3. C Faella E Martinelli E Nigro 2002 Steel and concrete composite beams with flexible shear connection: "exact" analytical expression of the stiffness matrix and applications Comput Struct 80 1001 1009 10.1016/S0045-7949(02)00038-X (Pubitemid 34614171)
4. L Macorini M Fragiacomo C Amadio BA Izzuddin 2006 Long-term analysis of steel-concrete composite beams: FE modeling for effective width evaluation Eng Struct 28 1110 1121 10.1016/j.engstruct.2005.12.002
5. A Ayoub 2005 A force-based model for composite steel-concrete beams with partial interaction J Construct Steel Res 61 387 414 10.1016/j.jcsr.2004.08.004
6. M Dilena A Morassi 2009 Vibrations of steel-concrete composite beams with partially degraded connection and applications to damage detection J Sound Vibr 320 101 124 10.1016/j.jsv.2008.07.022 2009JSV...320..101D
7. A Gjelsvik 1991 Analog-beam method for determining shear-lag effects J Eng Mech 117 7 1575 1595 10.1061/(ASCE)0733-9399(1991)117:7(1575)
8. R Betti A Gjelsvik 1996 Elastic composite beams Comput Struct 59 3 437 451 0920.73074 10.1016/0045-7949(95)00275-8 (Pubitemid 126386055)
9. Pestel EC, Leckie FA (1963) Matrix method in elastomechanics. McGraw-Hill, New York
10. ED Edward SS Mark GL Robert 1985 Combined finite element-transfer matrix method based on a mixed formulation Comput Struct 20 3 173 180 0574.73087 10.1016/0045-7949(85)90066-5
11. M Ohga T Shigematsu T Hara 1991 Boundary element-transfer matrix method for plated structures J Eng Mech 177 11 2509 2526 10.1061/(ASCE)0733-9399(1991) 117:11(2509)
12. M Geradin SL Chen 1995 An exact model reduction technique for beam structures: combination of transfer and stiffness matrices J Sound Vib 185 3 431 440 1048.74524 10.1006/jsvi.1995.0390 1995JSV...185..431G
13. AM Ellakany 2001 Static analysis of non-uniform elastic composite beams Pakistan J Appl Sci 1 4 466 471
14. Ellakany AM, Elawadly Kh, Ellakany Ah (2001) Transfer matrix-analog beam method to calculate natural frequencies of elastic composite beams. In: Proceeding of the seventh international conference on computer aided optimum design of structures, Bologna, Italy, pp 259-268
15. AM Ellakany Kh Elawadly B Elhamaky 2004 A combined transfer matrix and analog beam method for free vibration analysis of composite beams J Sound Vibr 227 765 781 10.1016/j.jsv.2003.09.052 2004JSV...277..765E
16. AM Ellakany 2008 Calculation of higher natural frequencies of simply supported elastic composite beams using Riccati matrix method Meccanica 43 523 532 1163.74503 10.1007/s11012-008-9131-9