Zobrazeno 1 - 10
of 14
pro vyhledávání: '"Ernian Zhao"'
Publikováno v:
Case Studies in Construction Materials, Vol 21, Iss , Pp e04066- (2024)
The shear resistance of steel-timber composite (STC) connections largely depends on the shear performance of shear connectors. Three types of shear connectors, i.e., welded stud, screw, and screw-grout were considered in this paper. The failure modes
Externí odkaz:
https://doaj.org/article/e83555d1ccb24d108f13f5efd86a3424
Publikováno v:
Case Studies in Construction Materials, Vol 19, Iss , Pp e02630- (2023)
The weathering index of welded details, including butt-welded, non-load-carrying T-shaped and cruciform welded joints, fabricated with Q370qNH weathering steel (WS) was evaluated, and fatigue tests were conducted on the three types of welded details
Externí odkaz:
https://doaj.org/article/676bed8253bf488d968a19e2d698b7d1
Publikováno v:
Case Studies in Construction Materials, Vol 18, Iss , Pp e02101- (2023)
Compared with carbon steel, traces of Ni, Cr, Ti, and other corrosion-resistant alloying elements were added to the matrix of bridge weathering steel, which resulted in the steel surface forming a strong adhesion and dense patina that hindered the pe
Externí odkaz:
https://doaj.org/article/2af3610bcfe44c78a9ca55e14df0c337
Re-Analysis of Historical Data and Model Calibration of Duration of Load Effect on Structural Timber
Publikováno v:
Buildings, Vol 13, Iss 8, p 2073 (2023)
The duration of load (DOL) effect in structure timber refers to the degradation of strength and stiffness that occurs under long-term continuous loading. This paper investigated the DOL effect in structure timber using DOL tests and DOL damage models
Externí odkaz:
https://doaj.org/article/aeada93b8e9141ae8a6b089762d0ec45
Publikováno v:
Advances in Materials Science and Engineering, Vol 2020 (2020)
In this study, several estimation methods of fatigue properties based on different monotonic mechanical parameters were first discussed. The advantages and disadvantages of the Hardness Method proposed by Roessle and Fatemi were investigated and impr
Externí odkaz:
https://doaj.org/article/57b8a5cdc02d417e98824713b9adfb24
Publikováno v:
Shock and Vibration, Vol 2017 (2017)
This paper presents a refined analysis for evaluating low-cycle fatigue crack initiation life of welded beam-to-column connections of steel frame structures under strong earthquake excitation. To consider different length scales between typical beam
Externí odkaz:
https://doaj.org/article/d1389311217148ceb5514b4b9f8e73e0
Publikováno v:
Advances in Materials Science and Engineering, Vol 2017 (2017)
The low-cycle fatigue experiments of mild carbon Q235B steel and its related welded-metal specimens are performed under uniaxial, in-phase, and 90° out-of-phase loading conditions. Significant additional cyclic hardening for 90° out-of-phase loadin
Externí odkaz:
https://doaj.org/article/7ba38c3f152a48398289dd4c9727e884
Publikováno v:
Structures. 39:482-495
Publikováno v:
Arabian Journal of Geosciences. 15
Publikováno v:
International Journal of Safety and Security Engineering. 10:451-458