Zobrazeno 1 - 10
of 16
pro vyhledávání: '"Jaromír Milch"'
Autor:
Jiří Kunecký, Václav Sebera, Jan Tippner, Hana Hasníková, Michal Kloiber, Anna Arciszewska-Kędzior, Jaromír Milch
Publikováno v:
Acta Universitatis Agriculturae et Silviculturae Mendelianae Brunensis, Vol 63, Iss 4, Pp 1153-1159 (2015)
The goal of the work was to evaluate mechanical performance of full-scale timber beams containing scarf joint with a dowel. Work focused on standard testing using modular system to obtain effective stiffness and strength of the beams with and without
Externí odkaz:
https://doaj.org/article/b7969a5debc440dfa5320ccd53fa9d7d
Publikováno v:
Holzforschung. 76:886-896
The mechanical properties of wood show a very high dependence on the moisture content (MC). A consideration of MC in numerical simulations increases the applicability of such prediction with respect to application and moisture states of the wood mate
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::af61ba2ff42992de8bb3c4d3c29aa114
https://doi.org/10.1515/hf-2022-0008
https://doi.org/10.1515/hf-2022-0008
Publikováno v:
Holzforschung. 75:655-667
The goal of the study was to analyze fracture properties of adhesive bond using a three-point end-notched flexure test and the compliance-based beam method. Critical strain energy release rates (G IIc ) and cohesive laws were obtained for adhesive bo
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::451aa58555484eae02dd4b28d02af297
https://doi.org/10.1515/hf-2020-0141
https://doi.org/10.1515/hf-2020-0141
Publikováno v:
International Journal of Architectural Heritage. 12:666-682
The article deals with assessment of suitable applications of all-wooden lapped scarf joints intended for use in retrofitting of existing historical timber structures in Central Europe. The first p...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c42850017d4d558a91459841f20acd7b
https://doi.org/10.1080/15583058.2018.1442524
https://doi.org/10.1080/15583058.2018.1442524
Autor:
Jaromír Milch, Michal Kloiber, Jan Tippner, Jiří Kunecký, Václav Sebera, Martin Brabec, Hana Hasníková
Publikováno v:
Engineering Structures. 152:180-187
This paper presents theoretical and experimental assessment of full-scale traditional dowel-type connections in tension parallel to grain made of Norway spruce ( Picea abies L. Karst.) and English oak ( Quercus robur L.). The joint dimensions were de
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::79b3833c5ec46a77137a0f455bce322a
https://doi.org/10.1016/j.engstruct.2017.08.067
https://doi.org/10.1016/j.engstruct.2017.08.067
Publikováno v:
Holzforschung. 71:405-414
Norway spruce (Picea abies L. Karst.) and European beech (Fagus sylvatica L.) samples were loaded in shear mode aimed at testing their elastic material characteristics applicable in finite element analysis (FEA). More precisely, experimental and nume
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6cd507b8e94f5eef68e6fcf969c1822c
https://doi.org/10.1515/hf-2016-0170
https://doi.org/10.1515/hf-2016-0170
Publikováno v:
Urban Forestry & Urban Greening
Abrupt changes of climate have intensified during the last few decades, bringing higher risks from tree failures by either uprooting or stem breakage. To eliminate the risks, many techniques of tree assessment are being used. In the presented work, a
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::4fa63c0ba12175a8a4f694992608bd18
Publikováno v:
Journal of Cultural Heritage. 21:759-766
This paper focuses on description of the mechanical behavior of the historical gothic truss of St. James's Church in Brno. The numerical approach using finite element analysis (FEA) provided virtual assessment of the truss with a prediction of its be
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::61963043c04102659f6d8114e87b96db
https://doi.org/10.1016/j.culher.2016.04.006
https://doi.org/10.1016/j.culher.2016.04.006
Publikováno v:
Holzforschung. 70:1081-1092
Experimental and numerical analyses are presented concerning of compression tests parallel and perpendicular to the grain, three-point bending, and double-shear joints in compliance with the relevant test standards (ASTM D2395, BS 373, EN 383 and EN
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::51b1cb175b4de1b8dff32e3a63b6c5e3
https://doi.org/10.1515/hf-2015-0267
https://doi.org/10.1515/hf-2015-0267
Publikováno v:
Volume: 40, Issue: 1 7-12
Turkish Journal of Agriculture and Forestry
Turkish Journal of Agriculture and Forestry
In this paper, static bending (modulus of rupture, MOR, and modulus of elasticity, MOE) and compression strength parallel to grain (Σc??) of black alder wood (Alnus glutinosa Gaertn.) were investigated. For experimental testing, we used black alder
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::537860b77fd47a17e6b344ae061592f4
https://doi.org/10.3906/tar-1407-40
https://doi.org/10.3906/tar-1407-40