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dc.contributor.authorDomenech, Leandro
dc.contributor.authorSpalvier, Agustín
dc.contributor.authorBriano, Enrique
dc.contributor.authorRodriguez, Franko
dc.contributor.authorCetrangolo, Gonzalo
dc.date.accessioned2026-08-20T11:37:19Z
dc.date.available2026-08-20T11:37:19Z
dc.date.copyright2025/12/27
dc.date.issued2026
dc.identifier.otherJMCEE7.MTENG-21126.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4312457
dc.description.abstractAbstract This study investigates the effects of tension and compression stresses on the quasistatic and dynamic elastic moduli of pine lumber. Utilizing prismatic specimens of Uruguayan-sourced Pinus elliottii, the research incorporates a dual-mode load ... Practical Applications Technical and normative documents typically assume a single elastic modulus for wood, without distinguishing between tension and compression. However, experimental evidence—especially from studies with small specimens—suggests ...
dc.publisherAmerican Society of Civil Engineers
dc.titleEffects of Tension and Compression Stresses on the Quasistatic and Dynamic Elastic Moduli of Pine Lumber
dc.typeJournal Article
dc.journal.volume38
dc.journal.issue3
dc.journal.titleJournal of Materials in Civil Engineering
dc.identifier.doi10.1061/JMCEE7.MTENG-21126
dc.journal.fristpage04025600-1
dc.journal.lastpage04025600-11
dc.page11
dc.treeJournal of Materials in Civil Engineering:;2026:;Volume ( 038 ):;issue: 003
dc.contenttypeFulltext


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