Zobrazeno 1 - 10
of 48
pro vyhledávání: '"Jinkyo F, Choo"'
Evaluation of bond strength of helically ribbed CFRP bar connections as mechanical anchorage schemes
Publikováno v:
Case Studies in Construction Materials, Vol 20, Iss , Pp e02826- (2024)
In spite of their outstanding properties, FRP reinforcing bars still face a series of drawbacks that should be addressed to widen their applications. For example, straight FRP bars must be used because those bars suffer significant strength degradati
Externí odkaz:
https://doaj.org/article/ed909bab95db4bca897d965c61469635
Publikováno v:
KSCE Journal of Civil Engineering. 26:2305-2314
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::27f8cc8f17c8cf6eccb99bec2a564be9
https://doi.org/10.1007/s12205-022-0999-z
https://doi.org/10.1007/s12205-022-0999-z
Publikováno v:
Arabian Journal for Science and Engineering. 47:12839-12852
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::90f817930a4bf7631c33c4a7725a56ba
https://doi.org/10.1007/s13369-022-06642-7
https://doi.org/10.1007/s13369-022-06642-7
Publikováno v:
Shock and Vibration, Vol 2018 (2018)
The traditional BWIM (bridge weigh-in-motion) system measures the deformation of the bridge by means of sensors and uses these measurements to estimate the characteristics of passing traffic by means of dedicated algorithms. However, the application
Externí odkaz:
https://doaj.org/article/307f3c9f8e4645079f16d49ceb998f86
Publikováno v:
Advances in Civil Engineering, Vol 2018 (2018)
Studies examined experimentally the flexural behavior of concrete beams reinforced with the hybrid FRP-steel rebar but very few among them evaluated their fatigue performance. In this study, the fatigue test has been performed, and an analytical mode
Externí odkaz:
https://doaj.org/article/042e5ba61c5e49f5a1a98bde6d5bd793
Publikováno v:
Advances in Materials Science and Engineering, Vol 2017 (2017)
The material properties of cement-zero concrete using alkali-activators have been studied extensively as the latest response to reduce the CO2 exhaust of the cement industry. However, it is also critical to evaluate the behavior of reinforced concret
Externí odkaz:
https://doaj.org/article/c24dbc8d8b83422381fec5c39de50d36
Publikováno v:
KSCE Journal of Civil Engineering. 25:2166-2174
Compared to steel and concrete, wood offers a fully renewable construction material with lesser carbon footprint and high strength-to-weight ratio. However, this material has become relatively unknown and ignored in the civil engineering community ap
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::07977d2c6513f2c73758b600ac2cbbdc
https://doi.org/10.1007/s12205-021-1525-4
https://doi.org/10.1007/s12205-021-1525-4
Publikováno v:
Journal of Constructional Steel Research. 202:107761
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::496266690eaf54de8b9020d811774b50
https://doi.org/10.1016/j.jcsr.2022.107761
https://doi.org/10.1016/j.jcsr.2022.107761
Publikováno v:
Materials
Materials, Vol 13, Iss 4516, p 4516 (2020)
Volume 13
Issue 20
Materials, Vol 13, Iss 4516, p 4516 (2020)
Volume 13
Issue 20
Crack healing has been studied extensively to protect reinforced concrete structures from the ingress of harmful ions. Research examining the regain in the mechanical properties of self-healing composites has focused mostly on the computation of the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::1a4c1b8b342bc00345a8245d902b64f3
http://europepmc.org/articles/PMC7600473
http://europepmc.org/articles/PMC7600473
Publikováno v:
Advances in Civil Engineering, Vol 2018 (2018)
Studies examined experimentally the flexural behavior of concrete beams reinforced with the hybrid FRP-steel rebar but very few among them evaluated their fatigue performance. In this study, the fatigue test has been performed, and an analytical mode
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::cffd428c3cdb5d70bc4998fa8a31ba2a
https://doi.org/10.1155/2018/6986047
https://doi.org/10.1155/2018/6986047