Further result on symmetric bending of cracked reissner plate

Z. Zhong; W. Yang; S. W. Yu

doi:10.1016/0167-8442(90)90060-D

Further result on symmetric bending of cracked reissner plate

Z. Zhong^*
, W. Yang
, S. W. Yu

^*Corresponding author for this work

Tsinghua University

Research output: Contribution to journal › Article › peer-review

2 Scopus citations

Abstract

An exact analytical solution for a cracked Reissner plate under symmetric bending mode is obtained by application of the Fourier transform and Wiener-Hopf technique. A relation between the stress intensity factor for a Reissner plate, K_I^R, and classical plate, K_I^C, is obtained for the same geometry and loading. Established is the relation K^R_I 1+v 3+vK^C_I differing from that of Knowles and Wang [1] but agreeing closely with the numerical results of Hartranft and Sih [2] and Wang [3].

Original language	English
Pages (from-to)	231-240
Number of pages	10
Journal	Theoretical and Applied Fracture Mechanics
Volume	12
Issue number	3
DOIs	https://doi.org/10.1016/0167-8442(90)90060-D
State	Published - Feb 1990
Externally published	Yes

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10.1016/0167-8442(90)90060-D

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title = "Further result on symmetric bending of cracked reissner plate",

abstract = "An exact analytical solution for a cracked Reissner plate under symmetric bending mode is obtained by application of the Fourier transform and Wiener-Hopf technique. A relation between the stress intensity factor for a Reissner plate, KIR, and classical plate, KIC, is obtained for the same geometry and loading. Established is the relation KRI 1+v 3+vKCI differing from that of Knowles and Wang [1] but agreeing closely with the numerical results of Hartranft and Sih [2] and Wang [3].",

author = "Z. Zhong and W. Yang and Yu, \{S. W.\}",

year = "1990",

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doi = "10.1016/0167-8442(90)90060-D",

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T1 - Further result on symmetric bending of cracked reissner plate

AU - Zhong, Z.

AU - Yang, W.

AU - Yu, S. W.

PY - 1990/2

Y1 - 1990/2

N2 - An exact analytical solution for a cracked Reissner plate under symmetric bending mode is obtained by application of the Fourier transform and Wiener-Hopf technique. A relation between the stress intensity factor for a Reissner plate, KIR, and classical plate, KIC, is obtained for the same geometry and loading. Established is the relation KRI 1+v 3+vKCI differing from that of Knowles and Wang [1] but agreeing closely with the numerical results of Hartranft and Sih [2] and Wang [3].

AB - An exact analytical solution for a cracked Reissner plate under symmetric bending mode is obtained by application of the Fourier transform and Wiener-Hopf technique. A relation between the stress intensity factor for a Reissner plate, KIR, and classical plate, KIC, is obtained for the same geometry and loading. Established is the relation KRI 1+v 3+vKCI differing from that of Knowles and Wang [1] but agreeing closely with the numerical results of Hartranft and Sih [2] and Wang [3].

UR - https://www.scopus.com/pages/publications/0025387592

U2 - 10.1016/0167-8442(90)90060-D

DO - 10.1016/0167-8442(90)90060-D

M3 - 文章

AN - SCOPUS:0025387592

SN - 0167-8442

VL - 12

SP - 231

EP - 240

JO - Theoretical and Applied Fracture Mechanics

JF - Theoretical and Applied Fracture Mechanics

IS - 3

ER -

Further result on symmetric bending of cracked reissner plate

Abstract

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