NONLINEAR ANALYSIS OF PLATE GIRDERS WITH CORRUGATED WEB Â

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.

GOUDARZI KHOUIGANI M.A.; YAHYAEI MAHMOUD

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

Journal Paper

Paper Information

Journal: AMIRKABIR Year:2008 | Volume:18 | Issue:67-C Page(s): 11-19

Download Full-Text

Persian Verion

View:

1,673

Download:

Cites:

Information Journal Paper

Title

NONLINEAR ANALYSIS OF PLATE GIRDERS WITH CORRUGATED WEB Â

Author(s)

GOUDARZI KHOUIGANI M.A. | YAHYAEI MAHMOUD | Issue Writer Certificate

Keywords

CORRUGATED WEBQ3

PLATE GIRDERSQ3

NONLINEAR ANALYSISQ3

BUCKLINGQ3

Abstract

The use of PLATE GIRDERS with corrugated sine wave web have been vastly increased due to more BUCKLING strength and out of plane stiffness. Composite girders with CORRUGATED WEB and pre-stress concrete flange have been recently used in bridges. Trapezoidal, zigzag and sine shapes are the plate forms that are used in this type of girders. In this paper a three dimensional finite element model with special concentration on BUCKLING modes is considered to carry out analysis of girder and obtain shear stress having sine form corrugated plates. The results obtained from NONLINEAR ANALYSIS showed that the orthotropic behavior of web for global BUCKLING is a true assumption. The available equation for global BUCKLING of flat plates has been modified by defining an effective width for BUCKLING of sine waves which is obtained by introducing a factor in linear distance between maximum and minimum points of wave, depending upon geometrical dimensions of sine waves. For a typical wave length, optimum amplitude of sine wave can also be determined from this analysis for maximum shear strength of the web.

Cites

No record.

References

No record.

Cite

APA: Copy

GOUDARZI KHOUIGANI, M.A., & YAHYAEI, MAHMOUD. (2008). NONLINEAR ANALYSIS OF PLATE GIRDERS WITH CORRUGATED WEB Â. AMIRKABIR, 18(67-C), 11-19. SID. https://sid.ir/paper/716/en

Vancouver: Copy

GOUDARZI KHOUIGANI M.A., YAHYAEI MAHMOUD. NONLINEAR ANALYSIS OF PLATE GIRDERS WITH CORRUGATED WEB Â. AMIRKABIR[Internet]. 2008;18(67-C):11-19. Available from: https://sid.ir/paper/716/en

IEEE: Copy

M.A. GOUDARZI KHOUIGANI, and MAHMOUD YAHYAEI, “NONLINEAR ANALYSIS OF PLATE GIRDERS WITH CORRUGATED WEB Â,” AMIRKABIR, vol. 18, no. 67-C, pp. 11–19, 2008, [Online]. Available: https://sid.ir/paper/716/en

Related Journal Papers