Zobrazeno 1 - 10
of 133
pro vyhledávání: '"T. H. Topper"'
Autor:
Rayed Alyousef, T. H. Topper, Mahesh D. Pandey, J. J. Ayon, M.J. Rodríguez-Roblero, Giovanni Cascante
Publikováno v:
NDT & E International. 102:68-76
An experimental study using surface wave testing to monitor the progression of fatigue damage in five natural scale reinforced concrete beams is presented. The work presented innovates in the manner the results from the surface wave testing is analyz
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a738c705619d99ae8fb327cbcd95ee89
https://doi.org/10.1016/j.ndteint.2018.11.003
https://doi.org/10.1016/j.ndteint.2018.11.003
Publikováno v:
Construction and Building Materials. 166:345-355
This study was aimed at increasing our understanding of the behavior of the bond between a steel bar and the concrete along a lap splice region for structures subjected to cyclic loading. An additional aim of the study was to investigate the effect o
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7fb57b6ae7029862e5bf83c15f124739
https://doi.org/10.1016/j.conbuildmat.2018.01.136
https://doi.org/10.1016/j.conbuildmat.2018.01.136
Publikováno v:
Construction and Building Materials. 157:313-321
Basalt fibers have recently been introduced as a promising addition to the existing fiber reinforced polymer (FRP) family. A limited amount of information is available on basalt FRP (BFRP) bars and their structural concrete applications. This paper p
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e84c3f07fdd10bec7cf0481020955b14
https://doi.org/10.1016/j.conbuildmat.2017.09.086
https://doi.org/10.1016/j.conbuildmat.2017.09.086
Autor:
T. H. Topper, Carlos Alexandre J. Miranda, Luiz Carlos Hernandes Ricardo, Luiz Felipe F. Ricardo
Publikováno v:
Structural Integrity ISBN: 9783030139797
This work presents a short review of fatigue crack propagation with emphasis on the parameters that influence the threshold stress intensity, ΔKth. This threshold value is dependent on such variables as the material itself, the test conditions, the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8ff137ce1931556641962a89abe4a3df
https://doi.org/10.1007/978-3-030-13980-3_23
https://doi.org/10.1007/978-3-030-13980-3_23
Publikováno v:
International Journal of Fatigue. 142:105920
Several theories and methodologies for running effective-strain and effective-stress based crack propagation models are reviewed. Crack closure behaviour and effective crack growth rate data for various steels were collected and showed that the effec
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::14fbe02ff1b2ebce3745640f8185efe4
https://doi.org/10.1016/j.ijfatigue.2020.105920
https://doi.org/10.1016/j.ijfatigue.2020.105920
Publikováno v:
Engineering Fracture Mechanics. 163:348-365
A methodology is developed using strain-based fracture mechanics (SBFM) and an effective strain-life (ESL) model for the fatigue analysis of as-received and high frequency mechanical impact (HFMI) treated structural steel welds. The methodology inclu
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8e4f5f008e4623a1c640e3f59b245090
https://doi.org/10.1016/j.engfracmech.2016.06.004
https://doi.org/10.1016/j.engfracmech.2016.06.004
Publikováno v:
Structures. 6:1-8
Lap splices are a common construction method for joining steel rebars in reinforced concrete beams because of their simplicity and low cost. The bond strength between the concrete and reinforcing bars in a splice is crucial to many aspects of the beh
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3a2bcb7cc4dbfcefbed6c084d74ad751
https://doi.org/10.1016/j.istruc.2016.01.001
https://doi.org/10.1016/j.istruc.2016.01.001
Publikováno v:
International Journal of Fatigue. 81:128-142
A comprehensive variable amplitude (VA) fatigue testing program and analysis was performed to address a number of concerns raised regarding the use of impact treatments for the fatigue enhancement of welds in the high and ultra-high cycle (up to 100
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d90830f78d5287ba6117a7727d377b57
https://doi.org/10.1016/j.ijfatigue.2015.07.022
https://doi.org/10.1016/j.ijfatigue.2015.07.022
Publikováno v:
Crystals, Vol 10, Iss 1014, p 1014 (2020)
Crystals
Volume 10
Issue 11
Crystals
Volume 10
Issue 11
The present research investigated the bond behavior of a cleaned corroded reinforcing bar repaired with a partial depth concrete repair and a partial depth concrete repair followed by the application of fiber-reinforced polymer (FRP) sheets. Twelve l
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::02220b0404779be05f0ca002015b9b2e
https://doi.org/10.3390/cryst10111014
https://doi.org/10.3390/cryst10111014
Publikováno v:
Structures Congress 2018.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::14bfaa08d436dc4dcd8bd7a5cb68699a
https://doi.org/10.1061/9780784481332.003
https://doi.org/10.1061/9780784481332.003