Zobrazeno 1 - 10 of 53 pro vyhledávání: '"Vassilis P. Panoskaltsis"'
1
Akademický článek
Experimental investigation on cracking behavior of reinforced concrete tension ties
Autor: Theodoros A. Chrysanidis, Vassilis P. Panoskaltsis
Publikováno v: Case Studies in Construction Materials, Vol 16, Iss , Pp e00810- (2022)
The safe design of modern structures against earthquake excitation is a matter that troubles consultant engineers worldwide. Given the random nature of crack formation, research into reinforced concrete members, in the context of cracking behavior, h
Externí odkaz: https://doaj.org/article/d57ebf7da10f4f8ab166ed250ff53d7e
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2
Akademický článek
On Spatial Covariance, Second Law of Thermodynamics and Configurational Forces in Continua
Autor: Vassilis P. Panoskaltsis, Dimitris Soldatos
Publikováno v: Entropy, Vol 16, Iss 6, Pp 3234-3256 (2014)
This paper studies the transformation properties of the spatial balance of energy equation for a dissipative material, under the superposition of arbitrary spatial diffeomorphisms. The study reveals that for a dissipative material the transformed ene
Externí odkaz: https://doaj.org/article/dbd3180a9dd842379d56d538b5e0c39a
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4
Serial deformation maps and elasto-plastic continua
Autor: Kirk C. Valanis, Vassilis P. Panoskaltsis
Publikováno v: Acta Mechanica. 230:3555-3570
This paper deals with the kinematics of finite plastic deformation. The starting point is E.H. Lee’s multiplicative decomposition of the deformation gradient into its elastic and plastic parts. We diverge from Lee’s (and others’) derivation of
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::247e306967f6cc791b354a1c38553c9d
https://doi.org/10.1007/s00707-019-02463-2
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5
Sliding element simulating the response of slip surfaces and its application for the prediction of earthquake-induced landslide movement using one-dimensional dynamic analyses
Autor: Baofeng Di, Constantine A. Stamatopoulos, Loukas C. Katsenis, Vassilis P. Panoskaltsis
Publikováno v: Landslides.
Earthquake-induced landslides involve excessive movement of slopes, usually along slip surfaces. This seismic movement of slopes may depend crucially on (a) the soil response along the slip surface, which may include strain softening; (b) the rotatio
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::51e3a50ed0be735d0b997f3aafe8ceaa
https://doi.org/10.1007/s10346-020-01615-z
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