COMPRESSIVE BEHAVIOR OF GLULAM COLUMNS WITH INITIAL CRACKSUNDER ECCENTRIC LOADS

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.

ZHANG JING; HE MINJUAN; LI ZHENG

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

Journal Paper

Paper Information

Journal: INTERNATIONAL JOURNAL OF ADVANCED STRUCTURAL ENGINEERING Year:2018 | Volume:10 | Issue:2 Page(s): 111-119

Download Full-Text

View:

208

Download:

125

Cites:

Information Journal Paper

Title

COMPRESSIVE BEHAVIOR OF GLULAM COLUMNS WITH INITIAL CRACKSUNDER ECCENTRIC LOADS

Author(s)

ZHANG JING | HE MINJUAN | LI ZHENG | Issue Writer Certificate

Keywords

GLULAM COLUMNS ·

ECCENTRIC LOAD ·

INITIAL CRACKS ·

NUMERICAL MODEL

Abstract

This paper investigates the mechanical performance of longitudinally cracked glulam columns under eccentric compressionloads. Experimental investigation was conducted to explore the influence of initial cracks on the failure modes and loadbearing capacity of glulam columns. Two different crack patterns named DC and IC, and two column lengths (i. e. 600 and1100 mm) were considered in the experiments. It was indicated that these two crack patterns reduced the capacity of slenderglulam columns and the difference of failure modes was observed between glulam columns with and without initial cracks. Further, a numerical model was developed and validated by the test results. With the application of cohesive zone materialmodel, the propagation of initial cracks could be considered in the numerical modeling. A parametric study was carried outby the verified model and the influence of crack lengths and crack locations was further investigated. From the numericalanalysis, it was found that through cracks reduced the capacity of glulam columns significantly. Also, crack location impactsthe capacity of glulam columns and the extent of impact relates to the slenderness ratio of the columns, while cracks withdifferent lengths have similar influence on the capacity of columns.

Multimedia

No record.

Cites

No record.

References

No record.

Cite

APA: Copy

ZHANG, JING, HE, MINJUAN, & LI, ZHENG. (2018). COMPRESSIVE BEHAVIOR OF GLULAM COLUMNS WITH INITIAL CRACKSUNDER ECCENTRIC LOADS. INTERNATIONAL JOURNAL OF ADVANCED STRUCTURAL ENGINEERING, 10(2), 111-119. SID. https://sid.ir/paper/319894/en

Vancouver: Copy

ZHANG JING, HE MINJUAN, LI ZHENG. COMPRESSIVE BEHAVIOR OF GLULAM COLUMNS WITH INITIAL CRACKSUNDER ECCENTRIC LOADS. INTERNATIONAL JOURNAL OF ADVANCED STRUCTURAL ENGINEERING[Internet]. 2018;10(2):111-119. Available from: https://sid.ir/paper/319894/en

IEEE: Copy

JING ZHANG, MINJUAN HE, and ZHENG LI, “COMPRESSIVE BEHAVIOR OF GLULAM COLUMNS WITH INITIAL CRACKSUNDER ECCENTRIC LOADS,” INTERNATIONAL JOURNAL OF ADVANCED STRUCTURAL ENGINEERING, vol. 10, no. 2, pp. 111–119, 2018, [Online]. Available: https://sid.ir/paper/319894/en

Related Journal Papers

No record.

Related Seminar Papers

No record.

Related Plans

No record.

Recommended Workshops