期刊
WOOD RESEARCH
卷 65, 期 4, 页码 645-652出版社
SLOVAK FOREST PRODUCTS RESEARCH INST
DOI: 10.37763/wr.1336-4561/65.4.645652
关键词
Wood; diagnostics; bridges; prestressing; spruce; timber
资金
- Conceptual Development of Science, Research and Innovations [IP2309911/2104]
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 with the sensor installed. For this purpose, all measurements were statistically analyzed and the period of primary loss was found. During this period the prestress force was decreasing with time mainly and the influence of temperature and moisture could be omitted. Based on this analysis a mathematical model of losses of the prestress force was found as P = 8.538-0.014.day.
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