2020
DOI: 10.37763/wr.1336-4561/65.4.645652
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Prestress losses in spruce timber

Abstract: Prestressing force and its change is one of the key factors that affect wooden constructions, especially those using methods of transverse prestressing. To achieve a description of a prestress force (P) in transversally prestressed wooden constructions a simulated experiment was done. Prestressing force, external temperature, and moisture were measured during 669 days. The main goal of this article was to model the primary losses of the prestress force at the spruce element of the 138 x 138 mm cross-section wi… Show more

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Cited by 2 publications
(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%
“…Wood's excellent strength-to-weight ratio allows for efficient load-bearing capacities, while its cellular structure, consisting of lignocellulosic fibers, provides inherent strength and resilience against bending and compression forces [7][8][9][10][11]. Additionally, the unique fiber arrangement of wood enables it to resist lateral loads [12], making it suitable for constructing durable frameworks capable of withstanding various environmental conditions.…”
Section: Introductionmentioning
confidence: 99%
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