STRESS CARRYING CAPACITY OF MITER FRAME CORNER JOINTS CONSTRUCTED WITH LOOSE TENON UNDER TENSION AND COMPRESSION LOAD

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.

GHOFRANI M.; KAHVAND M.; NOORI H.

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 Science Research Year:2015 | Volume:30 | Issue:2 Page(s): 308-319

Download Full-Text

Persian Verion

View:

679

Download:

Cites:

Information Journal Paper

Title

STRESS CARRYING CAPACITY OF MITER FRAME CORNER JOINTS CONSTRUCTED WITH LOOSE TENON UNDER TENSION AND COMPRESSION LOAD

Author(s)

GHOFRANI M. | KAHVAND M. | NOORI H. | Issue Writer Certificate

Keywords

BEECH WOODQ2

FIR WOODQ1

STRESS CARRYING CAPACITYQ1

CORNER JOINTSQ2

LOOSE TENONQ2

Abstract

This study was conducted to evaluate STRESS CARRYING CAPACITY of miter CORNER JOINTS fabricated with LOOSE TENON under tension and compression loading. In this study, tests were carried out to determine the effects of the dimension of LOOSE TENON A (3.5´1´0.8 cm) and B (3´2´0.8 cm), type of adhesive, Polyvinyl acetate (PVA) and polyurethane (PU) and most commonly used wood species in furniture industry including beech (Fagus orientalis L.) and fir (Abies alba). The results indicated that the STRESS CARRYING CAPACITY of joints under compression is higher compared to tension loading. STRESS CARRYING CAPACITY of the joints constructed with LOOSE TENON A was higher than that of B. Furthermore, the results have shown that wood species and type of adhesive had significant effect on the STRESS CARRYING CAPACITY. The performance of joints constructed with BEECH WOOD and PU adhesive were stronger than joints made of FIR WOOD and PVA adhesive.

Cites

No record.

References

No record.

Cite

APA: Copy

GHOFRANI, M., KAHVAND, M., & NOORI, H.. (2015). STRESS CARRYING CAPACITY OF MITER FRAME CORNER JOINTS CONSTRUCTED WITH LOOSE TENON UNDER TENSION AND COMPRESSION LOAD. IRANIAN JOURNAL OF WOOD AND PAPER SCIENCE RESEARCH, 30(2), 308-319. SID. https://sid.ir/paper/109810/en

Vancouver: Copy

GHOFRANI M., KAHVAND M., NOORI H.. STRESS CARRYING CAPACITY OF MITER FRAME CORNER JOINTS CONSTRUCTED WITH LOOSE TENON UNDER TENSION AND COMPRESSION LOAD. IRANIAN JOURNAL OF WOOD AND PAPER SCIENCE RESEARCH[Internet]. 2015;30(2):308-319. Available from: https://sid.ir/paper/109810/en

IEEE: Copy

M. GHOFRANI, M. KAHVAND, and H. NOORI, “STRESS CARRYING CAPACITY OF MITER FRAME CORNER JOINTS CONSTRUCTED WITH LOOSE TENON UNDER TENSION AND COMPRESSION LOAD,” IRANIAN JOURNAL OF WOOD AND PAPER SCIENCE RESEARCH, vol. 30, no. 2, pp. 308–319, 2015, [Online]. Available: https://sid.ir/paper/109810/en

Related Journal Papers