TECHNICAL PAPERS
Sep 1, 1987

Stress Concentration of Longitudinal Shear Problems

Publication: Journal of Engineering Mechanics
Volume 113, Issue 9

Abstract

The stress concentration of the clamped edge is investigated in the longitudinal shear problem for isotropy and orthogonal anisotropy. The value of the stress concentration at the end of a rounded corner can be expressed by an infinite series of terms of the radius of curvature and the order of stress singularity at the corner. The accuracy of the expression that takes the first few terms in the series is investigated, and it is proved that the expression is effective. The relation of the stress concentration between isotropy and orthogonal anisotropy can be obtained.

Get full access to this article

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

References

1.
Hasebe, N. (1973). “Longitudinal shear stress of a semi‐infinite elastic body with a notch,” Proceedings, Japan Society Civ. Engrs., 211, 11–18 (in Japanese).
2.
Hasebe, N. (1971). “Stress analysis of a semi‐infinite plate with a triangular notch or mound.” Proceedings, Japan Society Civ. Engrs., 194, 29–40 (in Japanese).
3.
Hasebe, N., and Inohara, S. (1980). “Stress analysis of a semi‐infinite plate with an oblique edge crack.” Ing. Arch., 49, 51–62.
4.
Hasebe, N., and Iida, J. (1981). “A crack originating from a triangular notch on a rim of a semi‐infinite plate.” Engrg. Fracture Mech., 10, 773–781.
5.
Hasebe, N., and Ueda, M. (1981). “A crack originating from an angular corner of a semi‐infinite plate with a step.” Bulletin, Japan Soc. Mech. Engrs., 24(189), 483–488.
6.
Hasebe, N., Sugimoto, T., and Nakamura, T. (1986). “Stress analysis of blunted notch in clamped edge.” J. Engrg. Mech., ASCE, 112(2), 142–153.
7.
Hasebe, N., Sugimoto, T., and Nakamura, T. (1986). “Stress concentration on clamped edge of thin plate.” J. Engrg. Mech., ASCE, 112(7), 642–653.
8.
Sih, G. C., and Liebowitz, H. (1968). Mathematical theories of britlle fracture, Fracture II, Academic Press, New York, N.Y., and London, England.

Information & Authors

Information

Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 113Issue 9September 1987
Pages: 1358 - 1368

History

Published online: Sep 1, 1987
Published in print: Sep 1987

Permissions

Request permissions for this article.

Authors

Affiliations

Norio Hasebe, M. ASCE
Prof., Dept. of Civ. Engrg., Nagoya Inst. of Tech., Gokisocho, Showaku, Nagoya 466, Japan
Takahiro Sugimoto
Civ. Engr., Aichi Prefectural Government, Sannomaru 3, Nakaku, Nagoya 460, 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