Zobrazeno 1 - 10
of 10
pro vyhledávání: '"Simone Palladino"'
Autor:
Adriana Brancaccio, Simone Palladino
Publikováno v:
Remote Sensing, Vol 16, Iss 11, p 2037 (2024)
This work presents preliminary experimental results for advancing non-destructive testing methods for detecting steel bars in cement via contactless investigations in the X-band spectrum. This study reveals the field’s penetration into cement, extr
Externí odkaz:
https://doaj.org/article/8ea4329cd1a743e588d0ee2ba39a7119
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
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
Publikováno v:
Engineering Fracture Mechanics. 274:108763
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::d0045aac2801044dfdfdc9e60c16aaf2
https://doi.org/10.1016/j.engfracmech.2022.108763
https://doi.org/10.1016/j.engfracmech.2022.108763
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:
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