TECHNICAL PAPERS
Feb 1, 1993

Second Mixed‐Boundary‐Value Problem for Thin‐Plate Bending

Publication: Journal of Engineering Mechanics
Volume 119, Issue 2

Abstract

The second mixed‐boundary‐value problem is solved by the classical theory of thin‐plate bending. The mixed boundary consists of a boundary of simple supported type and that of external forces. The boundary of simple support is straight and the remain is arbitrary configuration and a closed‐form solution is obtained. Complex stress functions and a rational mapping function are used for the analysis. As an example to derive a general solution, a half‐plane with a crack subject to uniform bending moment is considered. The crack initiates from an end of the simple support due to stress concentration. Stress distributions before and after the crack initiation are obtained. The influence of the simple support and a crack on the stress is investigated. Stress intensity factors are obtained from short to long crack and for some Poisson's ratio.

Get full access to this article

View all available purchase options and get full access to this article.

References

1.
Hasebe, N. (1979). “Uniform tension of a semi‐infinite plate with a crack at an end of a stiffened edge.” Ingenieur‐Archiv, Germany, 48, March, 129–142.
2.
Hasebe, N. (1984). “Mixed boundary value problem of plate with crack.” J. Engrg. Mech., ASCE, 110, 37–48.
3.
Hasebe, N., and Iida, J. (1979). “A crack originating from a triangular notch on a rim of a semi‐infinite plate under transverse bending.” Engrg. Fracture Mech., 11, Oct., 645–652.
4.
Hasebe, N., and Inohara, S. (1980). “Stress analysis of semi‐infinite plate with an oblique edge crack.” Ingenieur‐Archiv, Germany, 49, Jun., 51–62.
5.
Hasebe, N., and Miura, M. (1981). “Stress analysis of cracks emanating from both stiffened ends of an embedded strip.” Trans. Japan Society Mechanical Engrs. (Series A), 47(423), 1129–1136.
6.
Hasebe, N., Miwa, M., and Nakamura, T. (1990). “A mixed boundary value problem of a strip with a crack under the concentrated bending and torsional moments.” Proc. Japan Society Civ. Engrs., 416, 395–401, (in Japanese).
7.
Isida, M. (1977). Plates and shells with cracks. G. C. Sih, ed., Leyden, Netherlands.
8.
Murakami, Y., et al., eds. (1987). Stress intensity factors handbook. Pergamon Press, Oxford, England.
9.
Muskhelishvili, N. I. (1963). Some basic problems of mathematical theory of elasticity, 4th Ed., Nordohoff, Leyden, the Netherlands.
10.
Savin, G. N. (1961). Stress concentration around hole. Pergamon Press, Oxford, England.
11.
Sih, G. C. (1973). Handbook of stress intensity factors. Lehigh University, Pennsylvania.
12.
Sih, G. C., Paris, P. C., and Erdogan, F. (1962). “Crack‐tip stress intensity factors for plane extension and plate bending problems.” J. Appl. Mech., 29, 306–312.
13.
Tada, H. (1973). The stress analysis of cracks handbook. Del. Research Co., Pennsylvania.
14.
Timoshenko, S., and Woinowsky‐Krieger, S. (1959). Theory of plates and shells. 2d Ed., McGraw‐Hill Book Co., New York, N.Y.

Information & Authors

Information

Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 119Issue 2February 1993
Pages: 211 - 224

History

Received: Dec 26, 1991
Published online: Feb 1, 1993
Published in print: Feb 1993

Permissions

Request permissions for this article.

Authors

Affiliations

Norio Hasebe, Member, ASCE
Prof., Dept. of Civ. Engrg., Nagoya Inst. of Tech., Gokisocho, Showaku, Nagoya, 466, Japan
Masahiro Miwa
Civ. Engrg., Japan Railway of Tokai, Meieki 1, Nakamuraku, Nagoya, 450, Japan
Takuji Nakamura
Assoc. Prof., Dept. of Civ. Engrg., Nagoya Inst. of Tech., Gokisocho, Showaku, Nagoya, 466, Japan

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share