EFFECT OF THROUGH STATIONARY EDGE AND CENTER CRACKS ON STATIC BUCKLING STRENGTH OF THIN PLATES UNDER UNIFORM AXIAL COMPRESSION

Q: How can I download an article?

To download an article from SID, first log in to the site, search for the article title, and click on the 'Download Article' option.

Q: How can I download an ISI article?

To download an ISI article on SID, enter the keyword or article title in the search bar, view the relevant results, click on the desired article, and select the 'Download Article' option.

Q: How can I access the SID database?

To access the SID database, visit SID.ir, create an account, and log in to access scientific resources.

Q: Is downloading articles from SID free?

Some articles on SID are available for free, while others require payment. Details are specified on the article's page.

RAVIPRAKASH A.V.; PRABU B.; ALAGUMURTHI N.; NARESH M.; GIRIPRASATH A.

مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

Journal Paper

Paper Information

Journal: JOURNAL OF SOLID MECHANICS Year:2009 | Volume:1 | Issue:2 Page(s): 118-129

Download Full-Text

View:

318

Download:

163

Cites:

Information Journal Paper

Title

EFFECT OF THROUGH STATIONARY EDGE AND CENTER CRACKS ON STATIC BUCKLING STRENGTH OF THIN PLATES UNDER UNIFORM AXIAL COMPRESSION

Author(s)

Keywords

THIN PLATE STRUCTURES

BUCKLING STRENGTH

CRACKS

Abstract

THIN PLATE STRUCTURES are more widely used in many engineering applications as one of the structural members. Generally, BUCKLING STRENGTH of thin shell structures is the ultimate load carrying capacity of these structures. The presence of CRACKS in a thin shell structure can considerably affect its load carrying capacity. Hence, in this work, static BUCKLING STRENGTH of a thin square plate with a centre or edge crack under axial compression has been studied using general purpose Finite Element Analysis software ANSYS. Sensitivity of static buckling load of a plate with a centre or a edge crack for crack length variation and its vertical and horizontal orientations have been investigated. Eigen buckling analysis is used to determine the static BUCKLING STRENGTH of perfect and cracked thin plates. First, bifurcation buckling loads of a perfect thin plate with its mode shapes from FE eigen buckling analysis are compared with analytical solution for validating the FE models. From the analysis of the cracked thin plates, it is found that vertical CRACKS are more dominant than horizontal CRACKS in reducing BUCKLING STRENGTH of the thin plates. Further, it is also found that as the crack length increases, BUCKLING STRENGTH decreases.

Cites

No record.

References

ULTIMATE STRENGTH OF SQUARE PLATE WITH RECTANGULAR OPENING UNDER AXIAL COMPRESSION

Cite

APA: Copy

RAVIPRAKASH, A.V., PRABU, B., ALAGUMURTHI, N., NARESH, M., & GIRIPRASATH, A.. (2009). EFFECT OF THROUGH STATIONARY EDGE AND CENTER CRACKS ON STATIC BUCKLING STRENGTH OF THIN PLATES UNDER UNIFORM AXIAL COMPRESSION. JOURNAL OF SOLID MECHANICS, 1(2), 118-129. SID. https://sid.ir/paper/319190/en

Vancouver: Copy

RAVIPRAKASH A.V., PRABU B., ALAGUMURTHI N., NARESH M., GIRIPRASATH A.. EFFECT OF THROUGH STATIONARY EDGE AND CENTER CRACKS ON STATIC BUCKLING STRENGTH OF THIN PLATES UNDER UNIFORM AXIAL COMPRESSION. JOURNAL OF SOLID MECHANICS[Internet]. 2009;1(2):118-129. Available from: https://sid.ir/paper/319190/en

IEEE: Copy

A.V. RAVIPRAKASH, B. PRABU, N. ALAGUMURTHI, M. NARESH, and A. GIRIPRASATH, “EFFECT OF THROUGH STATIONARY EDGE AND CENTER CRACKS ON STATIC BUCKLING STRENGTH OF THIN PLATES UNDER UNIFORM AXIAL COMPRESSION,” JOURNAL OF SOLID MECHANICS, vol. 1, no. 2, pp. 118–129, 2009, [Online]. Available: https://sid.ir/paper/319190/en

Related Journal Papers

No record.

Related Seminar Papers

No record.

Related Plans

No record.

Recommended Workshops