DISCUSSIONS AND CLOSURES
May 1, 1994

Closure to “Stability Theory of Cohesive Crack Model” by Yuan N. Li and Robert Y. Liang (March, 1992, Vol. 118, No. 3)

This article is a reply.
VIEW THE ORIGINAL ARTICLE
Publication: Journal of Engineering Mechanics
Volume 120, Issue 5
First page of PDF

Get full access to this article

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

References

1.
Bažant, Z. P., and Wahab, A. B. (1979). “Instability and spacing of cooling or shrinkage cracks.” J. Engrg. Mech., ASCE, Vol. 105, 873–889.
2.
Hillerborg, A., Modeer, M., and Petersson, P.‐E. (1976). “Analysis of crack formation and crack growth in concrete by means of fracture mechanics and finite elements.” Cement and Concrete Res., Vol. 6, 773–782.
3.
Li, Y. N., and Hong, A. P. (1992). “Prediction of failure in notched infinite strips by the cohesive crack model.” Int. J. Solids Struct., 29(23), 2815–2828.
4.
Li, Y. N., and Liang, R. Y. (1993). “The theory of boundary eigenvalue problem in the cohesive crack model and its application.” J. Mech. Phys. Solids, 41(2), 331–350.
5.
Petersson, P.‐E. (1981). “Crack growth and development of fracture zones in plain concrete and similar materials,” PhD dissertation, Lund Institute of Technology, Lund, Sweden.
6.
Planas, J., and Elices, M. (1991). “Nonlinear fracture of cohesive materials.” Int. J. Fracture, Vol. 51, 139–157.

Information & Authors

Information

Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 120Issue 5May 1994
Pages: 1170 - 1172

History

Published online: May 1, 1994
Published in print: May 1994

Permissions

Request permissions for this article.

Authors

Affiliations

Yuan N. Li
Res. Asst., Dept. of Civ. Engrg., Univ. of Akron, Akron, OH 44325‐3905
Robert Y. Liang, Member, ASCE
Assoc. Prof., Dept. of Civ. Engrg., Univ. of Akron, Akron, OH

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.

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