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Review Paper On Load Transfer Mechanism For Steel Concrete Joint
Subject area: Science,Engineering and Technology · Area of research: Civil Engineering
Abstract
To look into the load switch mechanism of the metal-concrete hybrid pylon joint with cells and bearing plates, a theoreticalmodel primarily based on the non-stop elastic interlayer method become established. Both the slip effect at the metal-concrete interface and thenearby compression effect of the bearing plate were considered within the proposed theoretical model. A section model take a look at with a 1 : 3 scale became executed to acquire the strain distribution of the hybrid joint and the relative slip between metallic and concrete additives. Finite detail analysis became implemented on the tested section model, and the structural performance of the tested hybrid joint was compared with the FEA results. +e check and evaluation results show that the strain of metallic and concrete components is at a decrease level, and the relative slip between metal and concrete components is extraordinarily limited. +e bearing plates and shear connectors are the 2 load-transferring additives and could switch 40% and 60% of the vertical force into the decrease concrete pylon, respectively.The influence of torsion on joint behavior was insignificant. It was also shown that approximately 65% of the overallforce transferred through the steel?concrete joint was in the form of compression effects between the bearing steel plate and UHPC, and that the remaining 35% force was dispersed via shear connectors.
Keywords
Load Transfer Mechanism, Eccentricity, Concrete, Loading Schemes
References
[1] Liu Yuqing: Steel-concrete hybrid bridge, Beijing China Communications Press, (2004). (in Chinese)
[2] Rovnak M, Duricova A, Ivanco V: Nontraditional shear connections in steel-concrete composite structures [J]. Composite and Hybrid Structures, 2000, 1(2): 305-312.
[3] Liu Qiong, Huang Cai-ping, Dang Zhi-jie: Experimental studies on the load wearing overall performance of Steel-concrete junction in field girder of Cable-stayed bridge[J]. Journal of Railway Engineering Society, 2009(9): 46-49. (in Chinese)
[4] Huang Caiping, Zhang Zhongxian, Chen Kaili: Model check and switch mechanism of steel-concrete composite shape for hybrid girder cable-stayed bridges. Journal of Huazhong University of Science and Technology (Natural Science Edition), v 40, n 1, p 67-71, January 2012. (in Chinese)
[5] Ministry of Communication of P.R. Of China: Steel and timber shape layout code for toll road bridge, Beijing, People’s Communication Press, (1989). (in Chinese).
How to cite this paper
@article{1702378,
author = {Pournima A. Dongre},
title = {Review Paper On Load Transfer Mechanism For Steel Concrete Joint},
journal = {Iconic Research And Engineering Journals},
year = {2020},
volume = {3},
number = {12},
pages = {166-169},
issn = {2456-8880},
url = {https://www.irejournals.com/formatedpaper/1702378.pdf},
abstract = {To look into the load switch mechanism of the metal-concrete hybrid pylon joint with cells and bearing plates, a theoreticalmodel primarily based on the non-stop elastic interlayer method become established. Both the slip effect at the metal-concrete interface and thenearby compression effect of the bearing plate were considered within the proposed theoretical model. A section model take a look at with a 1 : 3 scale became executed to acquire the strain distribution of the hybrid joint and the relative slip between metallic and concrete additives. Finite detail analysis became implemented on the tested section model, and the structural performance of the tested hybrid joint was compared with the FEA results. +e check and evaluation results show that the strain of metallic and concrete components is at a decrease level, and the relative slip between metal and concrete components is extraordinarily limited. +e bearing plates and shear connectors are the 2 load-transferring additives and could switch 40% and 60% of the vertical force into the decrease concrete pylon, respectively.The influence of torsion on joint behavior was insignificant. It was also shown that approximately 65% of the overallforce transferred through the steel?concrete joint was in the form of compression effects between the bearing steel plate and UHPC, and that the remaining 35% force was dispersed via shear connectors.},
keywords = {Load Transfer Mechanism, Eccentricity, Concrete, Loading Schemes},
month = {June},
}