Zobrazeno 1 - 10
of 1 004
pro vyhledávání: '"Composite bridge"'
Autor:
Nerijus Bareikis
Publikováno v:
Archives of Civil Engineering, Vol vol. 70, Iss No 3, Pp 561-578 (2024)
Corrugated steel structures buried in the surrounding soil are currently used worldwide in road and railway engineering as culverts, pedestrian and animal crossings, tunnels and bridges. The need of large span corrugated steel structures is rapidly g
Externí odkaz:
https://doaj.org/article/528254c13ff94395ab5b436db41c51f1
Autor:
Tong, Jing-Zhong a, 1, Chen, Yun-Long a, 1, Li, Qing-Hua a, ⁎, Dai, Jian-Bo a, Wang, Guo-Zhong a, Shen, Jia-Jia b, Gao, Wei c, Xu, Shi-Lang a
Publikováno v:
In Engineering Structures 15 January 2025 323 Part A
Autor:
Te-Chun Hung, Kuan-Chieh Huang, Tsong-Shing Lee, Jing-Hong Lin, Cheien-Hua Chen, Chi-Wei Liao
Publikováno v:
IEEE Access, Vol 12, Pp 70833-70850 (2024)
This study proposes a design of the composite bridge-type inverter with a flexible switching mechanism for a coaxial dual-coil induction heating system. Contemporary induction heating technologies predominantly adopt either a single-coil or multi-coi
Externí odkaz:
https://doaj.org/article/52f92981816e4eb3bc5580776a00ef17
Publikováno v:
Buildings, Vol 14, Iss 11, p 3621 (2024)
The vibration characteristics of a composite bridge with constrained layer damping (CLD) were investigated using the wave and finite element method (WFEM), and the effects of the material and geometrical parameters of the CLD on the vibration reducti
Externí odkaz:
https://doaj.org/article/d8516d7051a145c79491f4d09f1b8e5b
Publikováno v:
Buildings, Vol 14, Iss 10, p 3278 (2024)
The shear connector of a steel composite bridge is designed by predicting fatigue life using the fatigue strength curves (S-N curve) based on push-out test results. The fatigue strength curves of the current design codes present only a linear relatio
Externí odkaz:
https://doaj.org/article/b2e0f794159d46109f1dc4c4d04ca66d
Autor:
Maciej Kożuch, Łukasz Skretkowicz
Publikováno v:
Archives of Civil Engineering, Vol vol. 69, Iss No 4, Pp 205-226 (2023)
Investigation on the behaviour of hybrid beams is presented. Hybrid beam stands for an element with hybrid cross sections. This means sections that consist of steel and concrete parts, connected together with composite dowels, and both are considered
Externí odkaz:
https://doaj.org/article/4e1f7df07a674977bbea27f2b906cfef
Publikováno v:
Buildings, Vol 14, Iss 9, p 2857 (2024)
As the bridge’s structural component is directly subjected to vehicle loads, the stress performance of the bridge deck has a significant impact on the safety, durability, and driving comfort of the bridge. In order to improve the bending performanc
Externí odkaz:
https://doaj.org/article/7eb59938896942fba945fd8d10e74b21
Publikováno v:
International Journal of Concrete Structures and Materials, Vol 17, Iss 1, Pp 1-14 (2023)
Abstract The high-performance topping concrete overlay would significantly reduce the fatigue stresses at susceptible details of orthotropic steel deck (OSD) and effectively improve the fatigue performance. Full-scale fatigue tests and numerical simu
Externí odkaz:
https://doaj.org/article/0fc44a4fd19b491f93c1d70cfb174b9f
Publikováno v:
Journal of Intelligent Construction, Vol 2, Iss 2, p 9180012 (2024)
The orthotropic steel bridge deck (OSBD) has been widely used in recent decades, benefiting from its advantages of lightweight and easy assembly. However, the longitudinal and transversal stiffeners of OSBDs are connected to the top flange plate thro
Externí odkaz:
https://doaj.org/article/910be047200f44c7a2c2ea8a519201f0
Publikováno v:
Developments in the Built Environment, Vol 16, Iss , Pp 100281- (2023)
Three full-scale composite bridge deck segments with various steel-to-UHPC area ratios, as well as free shrinkage specimens, were tested to investigate the restrained shrinkage and cracking behaviors. Based on the measured UHPC strain and temperature
Externí odkaz:
https://doaj.org/article/fc16c44a3f6742ad98d2e7427ac046b0