Experimental and Numerical Study of Static Behavior of Precast Segmental Hollow Bridge Piers

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Abstract
To investigate the static performance of precast segmental hollow piers, two precast segmental hollow pier specimens were designed for static loading tests on the top of piers. The finite element model of precast segmental hollow piers was established by the finite element software Abaqus and verified based on the test results. Based on the experimental and finite element models, three optimal design solutions were proposed, and the calculation results of each solution were analyzed. The results show that precast segmental hollow pier mechanical behavior is similar to that of cantilevered bending members. The specimens present brittle damage characteristics after the destruction of the structure at the bottom of the pier pressure edge as the axis of the rigid body rotation. Following the test loading process, the bonding between the segments is good, except for the pier bottom damage surface of the rest of the bonding surface, which has no relative displacement. The calculation results of the finite element model are in good agreement with the test results and can effectively predict the load–displacement response of precast piers. Three optimized design solutions are proposed. The finite element simulation proves all three optimized design solutions show better overall ductility than the original solution and can effectively improve the performance of segmental precast hollow piers.
Funding Information
  • china state railway group co., ltd. (2016G002-H, 226Z0801G, RGGA501020200001, 20190112470730022)
  • Projects of Central Guidance for Local Science and Technology Development (2016G002-H, 226Z0801G, RGGA501020200001, 20190112470730022)
  • Key Project of Beijing Construction Engineering Group (2016G002-H, 226Z0801G, RGGA501020200001, 20190112470730022)
  • Category III Project of China Academy of Building Research (2016G002-H, 226Z0801G, RGGA501020200001, 20190112470730022)

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