Double Shear Steel-To-Timber Connections Design and Investigation of their Load Carrying Capacity According to EC5

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.

REISI M.; KHAZAEIAN A.; MADHOUSHI M.

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

Journal Paper

Paper Information

Journal: IRANIAN JOURNAL OF WOOD AND PAPER INDUSTRIES Year:2020 | Volume:11 | Issue:3 Page(s): 365-380

Download Full-Text

Persian Verion

View:

205

Download:

Cites:

Information Journal Paper

Title

Double Shear Steel-To-Timber Connections Design and Investigation of their Load Carrying Capacity According to EC5

Author(s)

REISI M. | KHAZAEIAN A. | MADHOUSHI M. | Issue Writer Certificate

Keywords

Double shear connectionsQ1

hybrid compositesQ1

load carrying capacityQ1

EC5Q1

FailureQ1

Abstract

The purpose of this study was to predict and evaluate the load carrying capacity of Double shear connections of hybrids wood products in combination with steel dowel and plates based on European codes (EC5). The main variables were layered hybrids (4 levels), fastener diameter(2 levels) and fastener number in raw (3 levels). For this study, new types of engineered wood products were used in which plywood and OSB were joined together as three-layer structural components by a single component of polyurethane resin. The fastener was steel dowel 6 and 8 mm in diameter and steel plate 4 mm thick. The values of the load carrying capacity of the connections were predicted based on EC5 equations and Johansen Failure modes. The test specimens were loaded according to EN 26891 to investigate the effect of the research parameters. The results showed that the effect of the increasing of plywood share especially in the middle layer of the new hybrids was significant on the increasing of load bearing capacity of the joints. Increasing the diameter of the connector from 6 to 8 mm also increases the load bearing capacity of the joints. Also, as the number of pins in the row increases, the load bearing capacity of the joints is increased. The research findings indicate that the formulas provided by EC5 have the ability to predict the strength and behavior of the joints in this study and even in some treatments the experimental values were higher than the predicted values. POLT1 and POLT2 composites in Double shear connections have load bearing capacity values close to EC5 predicted values and also more than it. In studying the Failure modes of the connections, steel dowels of 6 mm showed better performance.

Cites

No record.

References

No record.

Cite

APA: Copy

REISI, M., KHAZAEIAN, A., & MADHOUSHI, M.. (2020). Double Shear Steel-To-Timber Connections Design and Investigation of their Load Carrying Capacity According to EC5. IRANIAN JOURNAL OF WOOD AND PAPER INDUSTRIES, 11(3 ), 365-380. SID. https://sid.ir/paper/376453/en

Vancouver: Copy

REISI M., KHAZAEIAN A., MADHOUSHI M.. Double Shear Steel-To-Timber Connections Design and Investigation of their Load Carrying Capacity According to EC5. IRANIAN JOURNAL OF WOOD AND PAPER INDUSTRIES[Internet]. 2020;11(3 ):365-380. Available from: https://sid.ir/paper/376453/en

IEEE: Copy

M. REISI, A. KHAZAEIAN, and M. MADHOUSHI, “Double Shear Steel-To-Timber Connections Design and Investigation of their Load Carrying Capacity According to EC5,” IRANIAN JOURNAL OF WOOD AND PAPER INDUSTRIES, vol. 11, no. 3 , pp. 365–380, 2020, [Online]. Available: https://sid.ir/paper/376453/en

Related Journal Papers

No record.

Related Seminar Papers

No record.

Related Plans

No record.

Recommended Workshops