Zobrazeno 1 - 10
of 12
pro vyhledávání: '"Honeyeh Ramezansefat"'
Autor:
Mohammad Bakhshi, Isabel B. Valente, Honeyeh Ramezansefat, Joaquim A. O. Barros, Eduardo N. B. Pereira, Nuno R. M. Peixinho
Publikováno v:
Mechanics of Advanced Materials and Structures. :1-24
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8b4e0976749f6a1f87916208d50932dd
https://doi.org/10.1080/15376494.2023.2199420
https://doi.org/10.1080/15376494.2023.2199420
Autor:
Honeyeh Ramezansefat, Mohammadali Rezazadeh, Joaquim A. O. Barros, Isabel Valente, Mohammad Bakhshi
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9783030881658
Lecture Notes in Civil Engineering
Lecture Notes in Civil Engineering
Conventional concrete material shows relatively low ductility and energy dissipation capacity under high strain rate tensile loads. The use of steel fibers into concrete can significantly improve the tensile behavior of concrete subjected to high str
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::6f3eb19866ee4e77bc4bac0fd63d12e8
https://hdl.handle.net/1822/77613
https://hdl.handle.net/1822/77613
Publikováno v:
RILEM Bookseries ISBN: 9783030837181
RILEM Bookseries
RILEM Bookseries
First Online: 05 September 2021
Steel-fibre-reinforced concrete (SFRC) is a strain rate sensitive material and, therefore, its dynamic and static compressive behaviour can be significantly different. In the present study, the effect of loading r
Steel-fibre-reinforced concrete (SFRC) is a strain rate sensitive material and, therefore, its dynamic and static compressive behaviour can be significantly different. In the present study, the effect of loading r
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::0c662b5c019d4df5d3473c7af373ed09
https://doi.org/10.1007/978-3-030-83719-8_25
https://doi.org/10.1007/978-3-030-83719-8_25
Autor:
Honeyeh Ramezansefat, Mohammadali Rezazadeh, Mohammad Bakhshi, Joaquim A. O. Barros, Isabel Valente
Publikováno v:
RILEM Bookseries ISBN: 9783030765460
In this paper, a new approach is proposed for predicting reaction force in simply supported steel fiber reinforced concrete (SFRC) beams under impact loading (drop weight test) considering the energy conservation approach. If SFRC beams completely fa
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::f2bab976879608c0a8cb7cba649dc131
https://doi.org/10.1007/978-3-030-76547-7_2
https://doi.org/10.1007/978-3-030-76547-7_2
Publikováno v:
RILEM Bookseries ISBN: 9783030765507
Experimental research has confirmed that the usage of fiber reinforced polymer (FRP) composite materials can be a reliable solution to substantially improve axial and dilation behavior of confined concrete columns. In this regard, FRP partial confine
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::db42f736d21e061450513dd7e9a7cc52
https://hdl.handle.net/1822/72201
https://hdl.handle.net/1822/72201
Autor:
Joaquim A. O. Barros, Mohammadali Rezazadeh, Honeyeh Ramezansefat, Mohammad Bakhshi, Isabel Valente
Publikováno v:
RILEM Bookseries ISBN: 9783030584818
Concrete is a strain-rate sensitive material and shows relatively low ductility and energy dissipation capacity under high strain rate loads (HSRL) such as blast and impact, representative of terrorist attacks and accidents. Experimental research in
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::318d9402503eb3b2e738e16cc220fc01
https://doi.org/10.1007/978-3-030-58482-5_63
https://doi.org/10.1007/978-3-030-58482-5_63
Publikováno v:
Structural Concrete. 18:618-633
Marie Curie Initial Training Networks - "endure" European Network for Durable Reinforcement and Rehabilitation Solutions, project no: 607851.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::72322854143d55453834ba42b5fbe978
https://doi.org/10.1002/suco.201600116
https://doi.org/10.1002/suco.201600116
Autor:
Sharif Shahbeyk, Honeyeh Ramezansefat
Publikováno v:
Mechanics Research Communications. 69:150-158
This study first re-examines key existing calibration procedures for the Chaboche decomposed nonlinear kinematic hardening rule. Special attention has been paid to the extent to which the predictions of calibrated models represent the physics of phen
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::903c186f8ca7a43614ae24277fb42cb5
https://doi.org/10.1016/j.mechrescom.2015.08.003
https://doi.org/10.1016/j.mechrescom.2015.08.003
Autor:
Joaquim A. O. Barros, Mohammadali Rezazadeh, João Laranjeira, Mohammad R.M. Hosseini, Mohammad Mastali, Honeyeh Ramezansefat
Publikováno v:
Repositório Científico de Acesso Aberto de Portugal
Repositório Científico de Acesso Aberto de Portugal (RCAAP)
instacron:RCAAP
Repositório Científico de Acesso Aberto de Portugal (RCAAP)
instacron:RCAAP
One of the main concerns related to flat reinforced-concrete (RC) slabs is the slab’s punching capacity. Punching can occur not only due to a deficient transverse reinforcement, but also when the flexural capacity of the slab needs to be increased.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::71675cbe8066891acc3c3bf1cf13ecd1
https://hdl.handle.net/1822/45426
https://hdl.handle.net/1822/45426
Publikováno v:
Repositório Científico de Acesso Aberto de Portugal
Repositório Científico de Acesso Aberto de Portugal (RCAAP)
instacron:RCAAP
Repositório Científico de Acesso Aberto de Portugal (RCAAP)
instacron:RCAAP
Fiber-reinforced-polymer (FRP) composite materials applied according to the near-surface-mounted (NSM) technique are very effective for the flexural strengthening of reinforced-concrete (RC) structures. However, the flexural strengthening effectivene
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::9ed078a14fc32c5e8ba240baed01129e
https://hdl.handle.net/1822/43670
https://hdl.handle.net/1822/43670