2023
DOI: 10.1016/j.conbuildmat.2023.134080
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Characterizing properties of fungal-decayed cross laminated timber (CLT) connection assemblies

Kenneth Emamoke Udele,
Jeffrey J. Morrell,
Jed Cappellazzi
et al.
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Cited by 6 publications
(7 citation statements)
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“…Mechanical performance of the dry controls was immediately evaluated. Udele et al [ 15 ] provides comprehensive details on the mechanical tests and setups.…”
Section: Methodsmentioning
confidence: 99%
See 1 more Smart Citation
“…Mechanical performance of the dry controls was immediately evaluated. Udele et al [ 15 ] provides comprehensive details on the mechanical tests and setups.…”
Section: Methodsmentioning
confidence: 99%
“…Details about all four species can be found in Table 2 . All the data presented herein are based on three separate studies conducted between 2023 and 2024 [ 13 , 15 , 16 ]. Physical observations, mass loss and mechanical performance were used to characterize the performance of the CLT connection assemblies following sustained exposure to two brown rot fungi ( Gloeophylum trabeum and Rhodonia placenta ) [ 7 ] for up to 78 weeks.…”
Section: Data Descriptionmentioning
confidence: 99%
“…In conclusion, retrofitting significantly enhances the energy performance of multi-story residential buildings in Italy, resulting in a reduction of up to 60% in global energy demand. Projections indicate that global demand for mass timber will continue rising upward, particularly in Australia, Japan, and New Zealand [76]. Responding to this trend, Li et al [77] studied the out-of-plane bending behavior of Radiata Pine XLam CLT panels subjected to four-point loading.…”
Section: • Highly Developed and Isolated Themesmentioning
confidence: 99%
“…The total number of SMTJ specimens was 5, control group specimens were designated as SJ-1, while specimens decayed for 6, 12, 18, and 24 weeks were labeled SJ-2, SJ-3, SJ-4, and SJ-5, respectively. tigated changes in the mechanical properties of cross-laminated timber connection assemblies in the presence of brown rot fungi, observing that their load-carrying capacity and energy-dissipation properties significantly decreased after 40 weeks of decay [29]. Several researchers have obtained decaying wooden frames from ancient buildings to test their precise mechanical properties and develop failure models, gaining valuable insights into the underlying mechanisms governing mechanical property degradation in decayed wood structures [30,31].…”
Section: Smtjs Specimen Fabricationmentioning
confidence: 99%