NDLI: Experimental research and numerical analysis of transverse strain of hinge joints in hinge plates

Content Provider	IEEE Xplore Digital Library
Author	Xianxi Tang Yue Xu Xinyang Zhu Hongjing Du
Copyright Year	2011
Description	Author affiliation: School of Highway, Chang'an University, Xi'an, 710064, China (Xianxi Tang; Yue Xu; Xinyang Zhu; Hongjing Du)
Abstract	In order to study the transverse strain of hinge joints under the role of vertical shear stress, the experimental researches of hinge plates with different structure of hinge joints were made, and the correlations of the numerical analysis were also carried out. Shown from the results of test and analysis, under the role of vertical shear stress, the transverse strain of deep and shallow hinge joints at the mid span were all small. The stress and cracking of concrete in hinge joints can be simulated by ANSYS models, but after the concrete models cracked, the errors of nonlinear analog value was greater. Therefore, the vertical shear stress was not a single factor which caused the damage of hinge joints; for the ANSYS model, after the concrete unit cracked, the value of nonlinear analysis should be analysized and applicated discriminately.
Starting Page	324
Ending Page	327
File Size	256519
Page Count	4
File Format	PDF
ISBN	9781457702891
e-ISBN	9781457702907
DOI	10.1109/ICETCE.2011.5775210
Language	English
Publisher	Institute of Electrical and Electronics Engineers, Inc. (IEEE)
Publisher Date	2011-04-22
Publisher Place	China
Access Restriction	Subscribed
Rights Holder	Institute of Electrical and Electronics Engineers, Inc. (IEEE)
Subject Keyword	Transverse strain of hinge joints Analytical models Numercial analysis Fasteners Concrete Experimental research Joints Stress Strain Load modeling Concrete bridge
Content Type	Text
Resource Type	Article

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