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.
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Disclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.