Zobrazeno 1 - 10
of 14
pro vyhledávání: '"Renato Zona"'
Publikováno v:
Applied Sciences, Vol 12, Iss 18, p 9155 (2022)
The calculation of the collapse load of spherical domes is addressed using a semianalytical approach under the hypothesis of small displacements and perfect plasticity. The procedure is based on the numerical approximation of the self-stress that rep
Externí odkaz:
https://doaj.org/article/e0352507b20141d88c9c12480c97d0b1
Publikováno v:
Applied Sciences, Vol 11, Iss 18, p 8465 (2021)
This paper describes the Field Boundary Element Method (FBEM) applied to the fracture analysis of a 2D rectangular plate made of Functionally Graded Material (FGM) to calculate Mode I Stress Intensity Factor (SIF). The case study of this Field Bounda
Externí odkaz:
https://doaj.org/article/6a54df53a0524080a15868f05276d6e0
Autor:
Vincenzo Minutolo, Enis Cerri, Agnese Coscetta, Emilia Damiano, Martina De Cristofaro, Luciana Di Gennaro, Luca Esposito, Paolo Ferla, Maurizio Mirabile, Lucio Olivares, Renato Zona
Publikováno v:
Applied Sciences, Vol 10, Iss 13, p 4498 (2020)
This work describes the application of a new transducer prototype for continuous monitoring in both the structural and geotechnical fields. The transducer is synthetically constituted by a wire of optical fiber embedded between two fiber tapes (fiber
Externí odkaz:
https://doaj.org/article/086c5f91d04248c29c392fa011a574da
Publikováno v:
Applied Sciences, Vol 10, Iss 10, p 3610 (2020)
Safety assessment of structures can be obtained employing limit design to overcome uncertainties concerning actual response due to inelastic constitutive behavior and more generally to non-linear structural response and loads’ random variability. T
Externí odkaz:
https://doaj.org/article/ad15901862de4751805fb447ea822e81
The calculation of the collapse load of spherical domes is addressed using a semi-analytical approach under the hypotheses of small displacements and perfect plasticity. The procedure is based on the numerical approximation of the self-stress that re
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::483e90510e095059461e2c7213a30bce
https://doi.org/10.20944/preprints202208.0076.v1
https://doi.org/10.20944/preprints202208.0076.v1
The paper describes the Field Boundary Element Method applied to the fracture analysis of a 2D rectangular plate made of Functionally Graded Material to calculate Mode I Stress Intensity Factor. The object of the Field Boundary Element Method is the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::9f0cac89db0298c17a460bdcbfd5dd4b
http://hdl.handle.net/11591/469075
http://hdl.handle.net/11591/469075
Publikováno v:
Journal of Building Engineering. 44:103271
The evaluation of limit loads of masonry domes has received increasing interest especially due to the importance of historical buildings where domes mainly are one of the most relevant structures. The limit design is used to obtain the safety assessm
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::077eab44911650876ea679473be4f9d2
https://doi.org/10.1016/j.jobe.2021.103271
https://doi.org/10.1016/j.jobe.2021.103271
Publikováno v:
Applied Sciences, Vol 11, Iss 8465, p 8465 (2021)
Applied Sciences
Volume 11
Issue 18
Applied Sciences
Volume 11
Issue 18
This paper describes the Field Boundary Element Method (FBEM) applied to the fracture analysis of a 2D rectangular plate made of Functionally Graded Material (FGM) to calculate Mode I Stress Intensity Factor (SIF). The case study of this Field Bounda
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::70cf22fda219426614f35e79c589375b
https://doi.org/10.3390/app11188465
https://doi.org/10.3390/app11188465
Publikováno v:
Applied Sciences
Volume 10
Issue 10
Applied Sciences, Vol 10, Iss 3610, p 3610 (2020)
Volume 10
Issue 10
Applied Sciences, Vol 10, Iss 3610, p 3610 (2020)
Safety assessment of structures can be obtained employing limit design to overcome uncertainties concerning actual response due to inelastic constitutive behavior and more generally to non-linear structural response and loads&rsquo
random variab
random variab
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::380b0199f90c955a2e35065a679d4742
http://hdl.handle.net/11591/429770
http://hdl.handle.net/11591/429770
Publikováno v:
INTERNATIONAL JOURNAL OF ADVANCED RESEARCH IN ENGINEERING & TECHNOLOGY. 10
The present paper aims to increase knowledge of the methods of resistance estimating of concrete in situ by means of non-destructive tests used to integrate the quantitative results from cylindrical specimens (core). The results of experimental inves
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::7321bf15ceed717b5899d20c861ace94
https://doi.org/10.34218/ijaret.10.6.2019.028
https://doi.org/10.34218/ijaret.10.6.2019.028