2023
DOI: 10.1016/j.conbuildmat.2023.130955
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Probabilistic expression of the function of the change in prestressing force of timber elements depending on climatic conditions in situ

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Cited by 1 publication
(4 citation statements)
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“…The experiment utilized a compact profile of Norway spruce (Picea abies (L.) KARST.) wood with cross-sectional dimensions of 138 mm × 138 mm and a length of 273 mm, as described in [10,27]. To determine the essential characteristics and ensure the quality of the timber, we measured its average density (oven-dry density) according to the ČSN 49 0108 standard.…”
Section: Methodsmentioning
confidence: 99%
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“…The experiment utilized a compact profile of Norway spruce (Picea abies (L.) KARST.) wood with cross-sectional dimensions of 138 mm × 138 mm and a length of 273 mm, as described in [10,27]. To determine the essential characteristics and ensure the quality of the timber, we measured its average density (oven-dry density) according to the ČSN 49 0108 standard.…”
Section: Methodsmentioning
confidence: 99%
“…Due to their different structures, individual wood species may differ in their relationship to the joint actions of moisture and temperature. These structural differences also significantly influence the resulting mechanical properties of the wood [25][26][27].…”
Section: Introductionmentioning
confidence: 99%
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