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Behavior of wood beam connection using staples subjected to in-plane moment

It is very frequent that solid wood beams need to be connected one to another to obtain a longer
beam. In this study, the behavior of solid wood beams connections using plywood sheets as connecting
elements and staples as mechanical fasteners were studied experimentally. The experimental results were
compared with elastic analyses. Both beam and plywood were made of meranti (shorea). The staple type was
MAX 1022J. This study was conducted on two specimens. The first specimen had two rows of staples on the
front and back sides of the specimen. Each row consisted of ten staples making a total of 40 staples. The second one had three rows of staples on the front and back sides of the specimen. Each row consisted of ten staples making a total of 60 staples. From the tests, it can be concluded that each material in the connection, namely wood beam, plywood, and staples, failed. Failure mode of the wood beam was in the form of crack and tear. Failure mode of the plywood was the damage of the plywood directly contacted with the crown of the staples. Failure modes of the staples were flexural yielding. The differences between connection strength obtained from tests and elastic analyses were 8.18% for the first specimen and 0.65% for the second specimen, with the test results were higher than the elastic analyses results. It can be concluded that elastic analysis is quite accurate and conservative to estimate the strength of this type of connection, provided that the lateral resistance of connection with a staple is known.

Pernyataan Tanggungjawab Farida Lenggani, Bambang Suryoatmono
Pengarang Lenggani, Farida - Pengarang Utama
Suryoatmono, Bambang - Pengarang Tambahan
Edisi
No. Panggil
ISBN/ISSN
Subyek
Klasifikasi
Judul Seri
GMD Computer File
Bahasa English
Penerbit UGM, Hokkaido University, KIT, dan Unpar
Tahun Terbit 2018
Tempat Terbit Yogyakarta
Deskripsi Fisik p. 1 - 6
Info Detil Spesifik Makalah dipresentasikan pada International Conference on Sustainable Civil Engineering Structures and Construction Materials (ICSCESCM 2018). Makalah dipresentasikan pada International Conference on Sustainable Civil Engineering Structures and Construction Materials (ICSCESCM 2018). Yogyakarta, Indonesia, 5-7 September 2018. Yogyakarta, Indonesia, 5-7 September 2018.
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