Zobrazeno 1 - 10
of 3 780
pro vyhledávání: '"bond–slip"'
Publikováno v:
Scientific Reports, Vol 14, Iss 1, Pp 1-17 (2024)
Abstract Concrete-filled steel tubes (CFSTs) have been increasingly utilized in engineering due to their excellent mechanical properties. Ensuring a solid bond between a steel tube and concrete is essential for optimizing their synergistic effect. Th
Externí odkaz:
https://doaj.org/article/106f1450aeeb45f1a4b0d49fb7c88135
Publikováno v:
Chengshi guidao jiaotong yanjiu, Vol 27, Iss 8, Pp 179-185 (2024)
Objective It is aimed to elucidate the constitutive relationship of bond-slip at the interface between stud steel and shotcrete in the initial support of mining method tunnel. Method Four different working conditions are set by varying the length, di
Externí odkaz:
https://doaj.org/article/f7b1e94a0da9466a8ce02ab91a165be9
Autor:
Minhajul Bari Prince, Debasish Sen
Publikováno v:
Frattura ed Integrità Strutturale, Vol 18, Iss 69, Pp 154-180 (2024)
Overall structural integrity and load transfer between concrete and reinforcement enabling composite action relies on the bond between concrete and reinforcement. Bond strength determination of reinforced concrete is an essential task that a pullout
Externí odkaz:
https://doaj.org/article/bd022d8bd77247628304f25be68d9215
Publikováno v:
Cailiao gongcheng, Vol 52, Iss 6, Pp 211-223 (2024)
The bonding performance of CFRP-steel joints between carbon fiber reinforced polymer （CFRP） plate and steel is seriously affected by marine environment. In order to evaluate the bonding strength of CFRP-steel joints exposed to marine environment
Externí odkaz:
https://doaj.org/article/18ec8363e0084465b1bbda9e4383b7bd
Publikováno v:
International Journal of Structural Integrity, 2024, Vol. 15, Issue 2, pp. 360-381.
Externí odkaz:
http://www.emeraldinsight.com/doi/10.1108/IJSI-12-2023-0132
Autor:
Wang Ting, Yang Xuechao, Zhang Weishen, Yang Qifan, Yang Deqiang, Li Bangxiang, Su Tian, Mei Xuefeng
Publikováno v:
Nonlinear Engineering, Vol 13, Iss 1, Pp 31-6 (2024)
In this article, a review focusing on the frost resistance of recycled coarse aggregate concrete (RAC) and the bond performance of RAC with rebar under freeze–thaw environment is carried out. The results show that there are still some controversies
Externí odkaz:
https://doaj.org/article/22ce772bdc8f437a95b56c25226b26ba
Publikováno v:
Case Studies in Construction Materials, Vol 21, Iss , Pp e03742- (2024)
The bond between reinforced bars and concrete has a significant impact on reinforced concrete structures. Incorporating steel fibers in concrete not only enhances the performance of the concrete but also influences the bond strength of embedded reinf
Externí odkaz:
https://doaj.org/article/d0de269c95ae44109577032243db9582
Publikováno v:
Case Studies in Construction Materials, Vol 21, Iss , Pp e03715- (2024)
The residual bearing capacity after fire is of great significance for safety assessment and repair of building structures. To accurately evaluate the residual strength of corroded beam after natural cooling, this study investigated the residual beari
Externí odkaz:
https://doaj.org/article/448bb6b7ed564820a4c8445da57f9c32
Publikováno v:
Case Studies in Construction Materials, Vol 21, Iss , Pp e03686- (2024)
Corrosion of rebar often leads to the degradation of the bond-slip performance of reinforced concrete members, which is a serious issue in historical buildings. The bond-slip behavior of square rebar, which is widely used in historical reinforced con
Externí odkaz:
https://doaj.org/article/9c5c122d42864ee0bbe2b87b2a57ab6d