2022
DOI: 10.1016/j.jobe.2022.104131
|View full text |Cite
|
Sign up to set email alerts
|

Mechanical performance of glued-in rod glulam beam to column moment connection: An experimental study

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
4
1

Citation Types

0
5
0

Year Published

2022
2022
2023
2023

Publication Types

Select...
10

Relationship

1
9

Authors

Journals

citations
Cited by 14 publications
(5 citation statements)
references
References 30 publications
0
5
0
Order By: Relevance
“…Connecting links to this theme, building information modelling, and building information management were implemented in several studies to formulate energy-efficient carbonneutral buildings [117,118] (Figure 9h). The design of residential buildings as zero-energy, carbon emissions-free buildings, and the optimisation of energy, models, and environmental impacts were prominent research themes in this phase [119][120][121][122][123]. These themes were steady and uniform with the findings of the co-occurrence analysis of the earlier section.…”
Section: Third Phase (2017-2023)mentioning
confidence: 77%
“…Connecting links to this theme, building information modelling, and building information management were implemented in several studies to formulate energy-efficient carbonneutral buildings [117,118] (Figure 9h). The design of residential buildings as zero-energy, carbon emissions-free buildings, and the optimisation of energy, models, and environmental impacts were prominent research themes in this phase [119][120][121][122][123]. These themes were steady and uniform with the findings of the co-occurrence analysis of the earlier section.…”
Section: Third Phase (2017-2023)mentioning
confidence: 77%
“…Due to the laminating process these materials are considered to be stronger than solid wood as a result of the lack of anatomical defects, great strength to weight ratio, availability in various dimensions, good strength characteristics and higher moisture resistance [4]. However, increasing performance demands and decreasing availability of high-quality timber resulted in the fact that research in this area is still progressing and concerns, e.g., reinforcement with steel rods [5][6][7], implementation of timber with lower strength classes [8][9][10], different species [11][12][13] and the effects of deteriorating factors [14][15][16].…”
Section: Introductionmentioning
confidence: 99%
“…The feasibility of glued laminated timber beams was studied by Bourreau et al 11 , the aim was to find the gluing factors which offer satisfaction behavior of glulam was done, where the results of delamination tests showed that the gluing parameters need to be adjusted depending on the wood species. Navaratnam et al 12 presented an experimental study for investigating the mechanical performance of glued-in-rod (GIR) embedded in glued-laminated timber (GLT) beam where the results of the pull-out test revealed that the failure occurred by the interface GIR to GLT slippage and shear bond delamination. An experimental study was done by Issa and Kmeid 13 to reveal the influences of introducing reinforcement materials on the glued-laminated timber beams where it was found that reinforcement plays a major role in changing the failure mode from brittle to ductile and the load-carrying capacity of the reinforced beams was increased too.…”
Section: Introductionmentioning
confidence: 99%