Cracked hinged-hinged beam resting on an elastic foundation

International Journal of Structures

Volumn 16, Issue 2, 1996, Pages 101-119

  Abu Kiefa, M A ^a,b   Nassar, M ^c,d  

^a KUWAIT UNIVERSITY   (Kuwait)

^b CAIRO UNIVERSITY   (Egypt)

^c The Public Authority for Applied Education and Training   (Kuwait)

^d CAIRO UNIVERSITY   (Egypt)

Author keywords

Beam; Crack; Dynamic; Elastic; Foundation

Indexed keywords

BENDING STRENGTH; BOUNDARY CONDITIONS; CRACKS; DYNAMIC LOADS; FOUNDATIONS; MATHEMATICAL MODELS; SOIL STRUCTURE INTERACTIONS;

CRACKED HINGED HINGED BEAMS; ELASTIC FOUNDATIONS;

BEAMS AND GIRDERS;

EID: 0030180505     PISSN: 02534754     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (16)

1. Araujo, Gomes J. M. and Montalvao, E., and Silva, J. M. (1991). Theoretical and Experimental Data on Crack Depth Effects in Dynamic Behavior of Free-Free Beams. Proc. 9 Int. Sem. Modal Analysis, Florence, Italy, Pt 1, 15-24
2. Cawley, P. and Adams, R. D. , (1979).The Location of Defects in Structures From Measurement of Natural Frequencies. J. Strain Analysis, 14, 49-57.
3. Chondros, I. G. and Dimarogonas, A. D. (1980). Identification of Cracks in Welded Joints of Complex Structures. J. Sound Vibrat., 69, 531-538.
4. Christides, S. , and Barr, A. D. S., (1984). One-dimensional Theory of Cracked Bernolli-Euler Beams. Int. J. Mech. Sci., 26, 639-648.
5. Delate, F. and Erdogan, F. (1982a). Line-Spring Model for Surface Cracks in Reissner Plate. Int. J. Engng Sci., ASME 19, 1331-1340.
6. Delate, F. and Erdogan, F. (1982b). Application of Line-Spring Model to a Cylindrical Shell Containing a Circumferential or Axial Part-Through Crack. J. Appl. Mech., 49, 97-102.
7. Fan, X. J., Sun, J. S., and Qian, J. (1995). A Combination of Weight Function Method and Line Spring Model: A Surface-Cracked Cylindrical Shell Subjected to Stress Gradients.Int. J. Solids Struct, 32 (20) 3037-3046
8. Heliot, J., Labbens, R. C., and Pennlissier-Tanon. (1979). Semi-Elliptical Cracks in a Cylinder Subjected to Stress Gradients. Proc. of the Natl Symp. on Fract. Mech., 341-364.
9. Mengcheng, C. (1994). An Approximate Analysis of Frequency Response of a Cracked Hinged-Hinged Beam. ACTA Mech. Solida Sinca, 7(4), 367-375
10. Montalvao, E. Silva, J. M. and Araujo, Gomes A. J. A. (1992). On the Use of Modal Analysis for Fatigue Crack Detection in Simple Structural Elements Proc. 11 Int. Conf. Offshore Mech. And Arctic Engineering, 1 pt B., Calgary, Alberta, 595-600.
11. Petroski H. J. (1981) Simply Static and Dynamic Models for the Cracked Elastic Beam. Int. J. Fracture, 17, R71-R76.
12. Raju, I. S. and Newman, J. C. Jr. (1979). Stress-Intensity Factors for a Wide Range of Semi-Elliptical Surface Cracks in Finite-Thickness plates. Engng. Fracture Mech., 11, 817-829
13. Rice, J. R. and Levy, N., (1972). Part-through Surface Crack in an Elastic Plate. J. App. Mech., ASME, 39, 185-194.
14. Rizos, P. F., Aspragathos N., and Dimarogonas A. D. (1990). Identification of Crack Location and Magnitude in Cantilever Beams From the Vibration Modes. J. Sound Vibrat., 138, 381-388.
15. Warbutton G. B. (1987) Letter to the Editor. Int. J. Mech. Sci., 29, 443-446.
16. Yang, C. Y. (1988). Line Spring Method of Stress Intensity Factor Determination for Surface Cracks in Plates Under Arbitrary in-Plane Stress, in Fracture Mechanics : 19th Symp. ASTM STP 969 (Edited by J. Cruse), 657-668.