Experimental Investigation of Glued Laminated Timber Beam to Beam Connections Filled with Cement Based Filler

Gečys, Tomas; Daniūnas, Alfonsas

doi:10.1016/j.proeng.2013.04.043

Cited by 5 publications

(17 citation statements)

References 14 publications

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“…The moment resistance calculation model presented for the timber-steel joint is an extended form of joint calculations for steel structures. The developed moment resistance calculation model is well in line with full-scale experimental investigations, as shown in previous publications presented by the authors [12][13][14].…”

Section: Introductionsupporting

confidence: 86%

“…A detailed description of the presented timber-steel joint is given in the previous publication [12]. The design moment resistance M j,Rd of the presented beam-tobeam joint depends on bearing capacities of several components.…”

Section: Description Of Timber-steel Jointmentioning

confidence: 99%

“…As mentioned in the section 3, there are 7 different timber and steel components that determine the moment resistance of the entire joint. Calculations are conducted using actual timber and steel strength values as determined during the experimental investigation [12][13][14]. The timber and steel properties are summarized in Table 1.…”

Section: Numerical Example Of Moment Resistance Calculation As Per Comentioning

confidence: 99%

“…Use of component method in the analysis of timber-steel connections values are mean experimental values based on the total of 15 specimens that were used for the determination of material properties after the main experiment presented in the previous paper [12]. Table 1.…”

Section: Numerical Example Of Moment Resistance Calculation As Per Comentioning

confidence: 99%

“…Three joints with the same geometrical parameters, as shown in Figure 7, were experimentally tested according to the previous publication [12]: J-1-CEM, J-2-CEM and J-3-CEM. The failure mode of all experimentally tested joints was timber shear, while the full shear block was split off in tension zone of the joint [12].…”

Section: Moment Resistances Of Jointmentioning

confidence: 99%

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Primjena metode komponenata u proračunu drveno-čeličnog priključka

Daniūnas¹,

Gečys²

2015

JCE

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Use of component method in the analysis of timber-steel connectionsThe use of component method for determining the moment resistance of an innovative beam-to-beam timber-steel connection is presented in the paper. The calculation of resistance of steel components is conducted based on EN 1993-1-8. The resistance of timber components is determined according to EN 1995-1-1, and based on the fullscale laboratory experiments and the finite element modelling results. The developed moment resistance calculation model, based on the component method, is well in line with the full-scale experimental and finite element modelling results. Primjena metode komponenata u proračunu drveno-čeličnog priključka U radu je predstavljena metoda komponenata za određivanje otpornosti na savijanje u inovativnom drveno-čeličnom priključku greda-greda. Proračun otpornosti čeličnih elemenata priključka proveden je u skladu s normama EN 1993-1-8. Otpornosti pojedinih drvenih elemenata određene su prema normi EN 1995-1-1, a temelje se na laboratorijskim ispitivanjima uzoraka stvarne veličine i rezultatima modeliranja konačnim elementima. Razvijeni model proračuna otpornosti na savijanje, prema metodi komponenata, dobro se podudara s rezultatima ispitivanja uzoraka stvarne veličine i modeliranja konačnim elementima.

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Section: Introductionsupporting

confidence: 86%

Section: Description Of Timber-steel Jointmentioning

confidence: 99%

Section: Numerical Example Of Moment Resistance Calculation As Per Comentioning

confidence: 99%

Section: Numerical Example Of Moment Resistance Calculation As Per Comentioning

confidence: 99%

Section: Moment Resistances Of Jointmentioning

confidence: 99%

See 3 more Smart Citations

Primjena metode komponenata u proračunu drveno-čeličnog priključka

Daniūnas¹,

Gečys²

2015

JCE

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show abstract

3D finite element analysis and experimental investigations of a new type of timber beam-to-beam connection

Gečys

Daniūnas

Bader

et al. 2015

Engineering Structures

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Tensile shear strength of steel plate-reinforced larch timber as affected by further reinforcement of the wood with carbon fiber reinforced polymer (CFRP)

Lee

Song

Hong

2021

BioRes

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To improve the connecting strength of larch timbers, tensile shear test specimens were fabricated, and their connecting shear strength performance was examined. The control specimens consisted of larch timber reinforced with steel plate. These were compared with similar specimens in which the wood had been reinforced with carbon fiber reinforced polymer (CFRP). The reinforced specimens were fabricated in three types depending on the position of the CFRP reinforcement in the wooden part. All specimens were fabricated in two end distance types, depending on the bolt insertion position. The end distances examined were 60 mm (5D) and 84 mm (7D). The maximum connecting strength and the yield shear strength of each type were not different according to the CFRP reinforcement position. The reinforced specimens had an average connecting strength and yield shear strength that was 24% to 29% higher than the control specimens. The CFRP-reinforced specimens with an end distance of 5D had an average connecting strength and an average yield shear strength that that was 70% and 26% higher, respectively, than non-reinforced 7D specimens. The yield shear strength was predicted by measuring the bearing strengths of the larch timber samples and CFRP-reinforced timber samples. The predicted yield shear strength matched the measured yield shear strength.

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Experimental Investigation of Glued Laminated Timber Beam to Beam Connections Filled with Cement Based Filler

Cited by 5 publications

References 14 publications

Primjena metode komponenata u proračunu drveno-čeličnog priključka

Primjena metode komponenata u proračunu drveno-čeličnog priključka

3D finite element analysis and experimental investigations of a new type of timber beam-to-beam connection

Tensile shear strength of steel plate-reinforced larch timber as affected by further reinforcement of the wood with carbon fiber reinforced polymer (CFRP)

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