Zobrazeno 1 - 10
of 72
pro vyhledávání: '"Soon Il Hong"'
Publikováno v:
BioResources, Vol 18, Iss 4, Pp 7239-7250 (2023)
The creep behavior of fiber-reinforced polymer (FRP) reinforced larch laminar timber was studied with respect to temperature and humidity fluctuations. There was a control group of larch laminated with two small-diameter timbers with FRP (carbon FRP
Externí odkaz:
https://doaj.org/article/69883d75dce44afa86f0ca94f8c9b6e4
Publikováno v:
Mycobiology, Vol 46, Iss 2, Pp 138-146 (2018)
Two-hundred and fifty-five strains of actinomycetes isolated from soil samples were screened for their antagonistic activities against four well-known wood decay fungi (WDF), including a brown rot fungus, Gloeophyllum trabeum and three white rot fung
Externí odkaz:
https://doaj.org/article/acaa760c68b94374abaf1098eaecce0a
Publikováno v:
BioResources; 2024, Vol. 19 Issue 4, p8739-8757, 19p
Publikováno v:
BioResources; 2024, Vol. 19 Issue 3, p4366-4380, 15p
Publikováno v:
BioResources. 18:1824-1835
The material constants of wood required for finite element analysis (FEA) are usually calculated using small clear specimens. However, defects, such as knots and slope of grain affect the strength reduction in the full-size specimens. Consequently, a
Publikováno v:
BioResources; 2024, Vol. 19 Issue 3, p4984-5002, 3p
Publikováno v:
BioResources. 17:2243-2258
A study was conducted on the reinforcement of cross-laminated timber (CLT) concrete composite floors with carbon fiber reinforced plastic (CFRP) to improve its mechanical performance and reliability in wood composite structures. A four-point bending
Publikováno v:
Wood and Fiber Science. 54:14-23
The glass fiber reinforcement of the tensile part of a glulam beam is known to increase its short-term bending performance. Under variable climatic conditions, improvements in short-term bending performance are anticipated to improve long-term creep
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6e47cb01c42843d9797807e583d9175c
https://doi.org/10.21203/rs.3.rs-2598007/v1
https://doi.org/10.21203/rs.3.rs-2598007/v1
Publikováno v:
BioResources. 16:8227-8238
Bending strength tests were conducted of cross-laminated timber (CLT)-concrete composite slabs according to the shear connection method and carbon fiber reinforced plastic (CFRP) reinforcement. The bending strength of the composite slab that was shea