20.500.12556/DiRROS-18679 Experimental investigation of the shear force capacity of prismatic cross laminated timber beams Experimental tests of Cross Laminated Timber (CLT) under in-plane beam loading conditions are presented. The influence of the element layup, the individual lamination width, and the beam overhang at the supports on the shear force capacity was investigated. All the CLT beams had the same gross cross section, and a 4-point-bending test setup was used. The experimentally determined load-bearing capacities are compared with the load-bearing capacities resulting from analytical methods proposed for structural design, focusing on shear failure in the crossing areas of flatwise bonded laminations (shear failure mode III). The test results indicate no or very small influence of the element layup and the lamination width on the shear force capacity. These results partly contradict the predictions of the proposed design methods. Of the three studied beam geometry parameters, the beam overhang at the support had the greatest influence on the load-bearing capacity. cross laminated timber CLT beam shear testing shear capacity design methods krizno lepljen les CLT nosilec strižni testi strižna nosilnost metode projektiranja true false true Elsevier Angleški jezik Slovenski jezik © 2024 The Authors. Published by Elsevier Ltd. Neznano 2024-04-15 11:47:35 2024-04-15 12:21:46 2024-04-16 03:36:26 0000-00-00 00:00:00 2024 0 0 Nasl. z nasl. zaslona; Opis vira z dne 9. 4. 2024; str. 1-15 [article no.] 117889 Vol. 308 Jun. 2023 0000-00-00 Zaloznikova Objavljeno NiDoloceno 0000-00-00 0000-00-00 2023-04-05 624 1873-7323 10.1016/j.engstruct.2024.117889 191865091 https://www.sciencedirect.com/science/article/pii/S0141029624004516 1 6c41ff99-fafc-11ee-ae20-001a4af901a5 https://dirros.openscience.si/Dokument.php?lang=slv&id=25523 RAZ_Danielsson_Henrik_2024.pdf RAZ_Danielsson_Henrik_2024.pdf 1 C48F2129120D7BC28ACCBC0CF9497FB4 40a4d28724645bb34f17305121594caf33daa739e4a0bcda2c005df062bcf4ff 25fd2248-fb01-11ee-ae20-001a4af901a5 https://dirros.openscience.si/Dokument.php?lang=slv&id=25526 Zavod za gradbeništvo Slovenije 0 0 0