Zobrazeno 1 - 10
of 14
pro vyhledávání: '"D. N. Kaziolas"'
Autor:
Vasiliki Dimou, D. N. Kaziolas
Publikováno v:
Journal of Engineering Science and Technology Review. 13:56-60
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e5e208e25b40cc56839ed81f4e7d1126
https://doi.org/10.25103/jestr.136.08
https://doi.org/10.25103/jestr.136.08
Publikováno v:
European Journal of Environmental and Civil Engineering. 21:1128-1150
Steel and timber structures constitute a construction technology which holds significant potential in terms of sustainability and are therefore selected as sustainable solutions for the construction of housing, commercial or other types of building p
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9fc3f4c7ab76afbaff0a08225696c88a
https://doi.org/10.1080/19648189.2016.1150899
https://doi.org/10.1080/19648189.2016.1150899
Publikováno v:
Wood Material Science & Engineering. 12:140-148
The aim of the present paper is to investigate the influence of biotic factors (fungi and insects) on the mechanical properties of wood through the effect of blue-stain, taking into account the time of harvesting and the time of stay of wood in the f
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4c7ed8d97dccc0a631d47c6a2886f404
https://doi.org/10.1080/17480272.2015.1063004
https://doi.org/10.1080/17480272.2015.1063004
Publikováno v:
Pollack Periodica. 6:69-83
The present paper deals with the study of the installation behavior of high-strength bolts under friction. For this purpose an experimental program was conducted to evaluate the energy of these bolts that is dissipated due to tightening and loosening
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f451e83f54cb4697e7ba4468a523fd19
https://doi.org/10.1556/pollack.6.2011.2.7
https://doi.org/10.1556/pollack.6.2011.2.7
Publikováno v:
Pollack Periodica. 6:73-86
The aim of the present paper is the experimental and numerical investigation of the unilateral contact effect to the structural response of top and seated angle with double web angle bolted connections. The experimental study is focused on the study
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::949a72b1c35ce217790b7b32d8502102
https://doi.org/10.1556/pollack.6.2011.1.7
https://doi.org/10.1556/pollack.6.2011.1.7
Publikováno v:
Pollack Periodica. 5:35-61
One of the most usual choices for the connection between the different structural members in steel structures is the bolted connection. The later provide a high level of deformation capacity for the whole structure and a level of stiffness comparable
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::beb25820b2f083eff973b03f1ee3899a
https://doi.org/10.1556/pollack.5.2010.3.5
https://doi.org/10.1556/pollack.5.2010.3.5
Publikováno v:
Computers & Structures. 81:2455-2465
A nonsmooth optimization procedure is herein proposed for the investigation of the bearing resistance of steel bolted connections. Taking into account the presence of nonlinear effects such as e.g. plasticity and interface interaction, and describing
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6a13ed136109757c78fbc51b7e72bcf5
https://doi.org/10.1016/s0045-7949(03)00311-0
https://doi.org/10.1016/s0045-7949(03)00311-0
Publikováno v:
Computational Mechanics. 27:160-169
In the present paper, the behavior of multilayered structures glued by an adhesive material subjected to cleavage loading is investigated. The adhesive material is assumed to obey to a nonmonotone, multivalued reaction–displacement law in three dim
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::38ab897b3bc3ec8a3a7b500663a8aaf1
https://doi.org/10.1007/s004660000225
https://doi.org/10.1007/s004660000225
Publikováno v:
Composite Structures. 49:173-182
A nonconvex energy bundle method for the structural failure study of composite structures is herein proposed. To describe the evolution of failure phenomena, two different simulations are considered: The first simulation defines a priori known critic
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9cb4d115dbcb5a317229006228445de8
https://doi.org/10.1016/s0263-8223(99)00131-2
https://doi.org/10.1016/s0263-8223(99)00131-2
Publikováno v:
Computer Methods in Applied Mechanics and Engineering. 186:23-48
In the present paper we develop a new numerical approach to the problem of structures having two or more parts of them adhesively bonded together like e.g. in sandwich structures. The adhesive material is idealized by a nonmonotone, possibly multival
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f86d274f3b449e5f9997935893c11004
https://doi.org/10.1016/s0045-7825(99)00103-6
https://doi.org/10.1016/s0045-7825(99)00103-6