Bolted Wood‐Joint Yield Model

McLain, Thomas E.; Thangjitham, S.

doi:10.1061/(asce)0733-9445(1983)109:8(1820)

Cited by 50 publications

(9 citation statements)

References 2 publications

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“…The validity of Johansen's theory has been verified several times, as instance in the experimental campaigns of Trayer (1932), McLain and Thangjitham (1983) and Soltis et al (1986), among others. According to it, the embedment strength of timber and the yielding moment of the fastener are the main parameters that govern the strength of dowel-type connections.…”

Section: Introductionmentioning

confidence: 85%

Experimental analysis of Maritime pine and Iroko single shear dowel-type connections

Branco

Sousa

Lourenço

2016

Construction and Building Materials

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In this study, screwed connections were experimentally evaluated, checking the plausibility of Eurocode 5 for two selected wood species, Iroko (Milícia excelsa) and Maritime pine (Pinus pinaster). Single shear screwed connections, considering self-tapping screws, were tested and the experimental campaign aimed at evaluating various mechanisms of resistance suggested by Eurocode 5 for this typology of connection, including axial withdrawal capacity of the screw, pull through parameter for screws, and local embedment of wood. The experimental

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Section: Introductionmentioning

confidence: 85%

Experimental analysis of Maritime pine and Iroko single shear dowel-type connections

Branco

Sousa

Lourenço

2016

Construction and Building Materials

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“…The fastener characteristic is such as dowel diameter and dowel types (nails, bolts and screws) [2]. Dowel dowel-bearing strength was also being studied for the engineering wood materials such as glue laminated, laminated veneer lumber and plastic wood composite [1].…”

Section: The Dowel-bearing Strengthmentioning

confidence: 99%

Dowel-Bearing Strength Properties of Glulam with and Without Glue Line Made of Mengkulang Species

2016

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The lateral connection of wood design strength performance to fastener bending can be estimated by dowel-bearing strength. The value from the dowel-bearing strength can be used in resolving the European Yield Model (EYM) theory. This study focus on determination the dowel-bearing strength properties of glulam with and without glue line made of Mengkulang species on the effect of two (2) different bolt diameters using 16 and 20 mm dowel diameters. The dowel-bearing strength of glulam also compared according to 5 % diameter offset and maximum load by using ASTM 5764-97a (2013) and BS 383:1993, respectively. The mean value of dowel-bearing strength, Fe using 5 % diameter offset of load for with glue line of glulam made of Mengkulang species using 16 mm dowel diameter is 11.21 N/mm 2 and 20 mm is 8.88 N/mm 2 . The mean value of dowel-bearing strength, Fe for without glue line of glulam made of Mengkulang species using 16 mm dowel diameter is 13.33 N/mm 2 and 20 mm is 11.52 N/mm 2 . The percentage differences of dowel-bearing strength, Fe due to effect on increasing dowel diameter for with glue line specimens is reduced 21 % and without glue line specimens is reduced 14 %. It is shown the dowel-bearing strength decreased when the dowel diameter increased. The percentage differences of dowel-bearing strength, Fe of same dowel diameter between with and without specimens using 16 mm dowel diameter is 19 % and 20 mm dowel diameter is 30 %, respectively. The results shown the dowel-bearing strength of glulam without glue line are better and higher compared to the with glue line specimens. The mean value of dowel-bearing strength, Fh using maximum load method of glulam with glue line made of Mengkulang species using 16 mm dowel diameter is 17. without glue line made of Mengkulang species using 16 mm diameter is 20.37 N/mm 2 and 20 mm is 18.36 N/mm 2 . The percentage differences between 5 % diameter offset and maximum dowel-bearing strength for with glue line specimens using 16 mm dowel diameter is 52 % and 20 mm is 43 %. The percentage differences for without glue line specimens using 16 mm dowel diameter is 53 % and 20 mm is 59 %.

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“…Asumsi yang terakhir adalah efek gesekan pada sambungan dianggap tidak ada. (McLain, 1983 Hal ini menunjukkan papan WPC yang mengalami kegagalan. Hasil pengujian kuat tumpu (dowel bearing) untuk baut tahan karat dapat diliat pada Tabel 2, sedangkan untuk baut standar dapat dilihat pada Tabel 3.…”

Section: Kuat Tumpu (Dowel Bearing) Bautunclassified

Evaluasi Kuat Tumpu Alat Sambung Baut pada Papan WPC dari Limbah Sengon dan Plastik HDPE

Arnandha

Satyarno

Awaludin

et al. 2016

MKTS

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Bolted Wood‐Joint Yield Model

Cited by 50 publications

References 2 publications

Experimental analysis of Maritime pine and Iroko single shear dowel-type connections

Experimental analysis of Maritime pine and Iroko single shear dowel-type connections

Dowel-Bearing Strength Properties of Glulam with and Without Glue Line Made of Mengkulang Species

Evaluasi Kuat Tumpu Alat Sambung Baut pada Papan WPC dari Limbah Sengon dan Plastik HDPE

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