Horizontal cracking cause and stability analysis of the pier and column of the ramp bridge under multi-factor coupling
This article analyzes the influence mechanism of pier-bearing constraints,environmental temperatures,shrinking slow changes,and car brake and centrifugal force on the horizontal cracks of the pier pillar.Simulation,and analyzed the stability of the pier pillars on this basis.The analysis results show that under the action of multi-factor coupling load,the maximum tensile stress at the bottom of the bridge pier exceeds the design value of the concrete tensile strength,and the level of the pier at the bottom of the bridge pier is horizontal cracks,and the bridge pier is stability meets the requirements.
万方数据
维普
