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Volumn 80, Issue 13, 2002, Pages 2284-2286

Differentiating between elastically bent rectangular beams and plates

Author keywords

[No Author keywords available]

Indexed keywords

BEAMS AND PLATES; BENT BEAMS; CAMBRIDGE; CAMBRIDGE UNIVERSITY; CURVATURE MEASUREMENT; DEGREE OF BENDING; EXPERIMENTAL VERIFICATION; FLEXURAL RIGIDITIES; FOUR-POINT BENDING; ISOTROPIC MATERIALS; PLATE COMPONENTS; QUANTITATIVE TECHNIQUES; RECTANGULAR BEAMS; SINGLE SPECIMEN; STRESS STATE; X RAY MICRODIFFRACTION;

EID: 79956033749     PISSN: 00036951     EISSN: None     Source Type: Journal    
DOI: 10.1063/1.1459762     Document Type: Article
Times cited : (32)

References (19)
  • 1
    • 79958197572 scopus 로고    scopus 로고
    • In a cylindrical loading configuration with two edges simply supported and two edges free, a plate is also referred to as a wide beam
    • In a cylindrical loading configuration with two edges simply supported and two edges free, a plate is also referred to as a wide beam.
  • 3
    • 0011120175 scopus 로고
    • 2nd ed. (Cambridge University Press, Cambridge)
    • G. F. C. Searle, Experimental Elasticity, 2nd ed. (Cambridge University Press, Cambridge, 1920), pp. 38-58.
    • (1920) Experimental Elasticity , pp. 38-58
    • Searle, G.F.C.1
  • 6
    • 79958188429 scopus 로고
    • 9i6 ENGNA2 0013-7782
    • 170, 76 (1950). 9i6 ENGNA2 0013-7782
    • (1950) , vol.170 , pp. 76
  • 7
    • 0035451160 scopus 로고    scopus 로고
    • 9lg COMSE2 0263-8223
    • S. R. Swanson, Compos. Struct. 53, 449 (2001). 9lg COMSE2 0263-8223
    • (2001) Compos. Struct. , vol.53 , pp. 449
    • Swanson, S.R.1
  • 14
    • 79958225819 scopus 로고    scopus 로고
    • While most of a plate's width and thus cross section remain flat, anticlastic bending occurs at the free edges
    • While most of a plate's width and thus cross section remain flat, anticlastic bending occurs at the free edges.
  • 16
    • 79958239050 scopus 로고    scopus 로고
    • 1m
    • 1m.
  • 17
    • 79958219853 scopus 로고    scopus 로고
    • 〈1 10〉〈1- 10〉=0.064), the expected absolute difference in anticlastic bending between the beam and plate cases is much smaller. This follows directly from Eq. (2)
    • 〈110〉〈1-10〉=0.064), the expected absolute difference in anticlastic bending between the beam and plate cases is much smaller. This follows directly from Eq. (2).
  • 19
    • 0004149831 scopus 로고    scopus 로고
    • 3rd ed. (Wolfram Media/Cambridge University Press, Cambridge, UK)
    • S. Wolfram, The Mathematica Book, 3rd ed. (Wolfram Media/Cambridge University Press, Cambridge, UK, 1996), pp. 863-867.
    • (1996) The Mathematica Book , pp. 863-867
    • Wolfram, S.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.