1. Longitudinal load distribution of a weakly connected prefabricated bridge abutment
- Author
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Zhijian Hu, Leilei Xia, and Yasir Ibrahim Shah
- Subjects
Influence line ,Materials science ,business.industry ,Mechanical Engineering ,medicine.medical_treatment ,Abutment ,Stiffness ,02 engineering and technology ,Structural engineering ,01 natural sciences ,Finite element method ,020303 mechanical engineering & transports ,0203 mechanical engineering ,Lateral earth pressure ,0103 physical sciences ,medicine ,Slab ,medicine.symptom ,business ,Bridge (dentistry) ,010301 acoustics ,Beam (structure) - Abstract
A new type of prefabricated abutment with a weak connection is proposed. The longitudinal load (like banking force, earth pressure) distribution of this new type of prefabricated abutment was analyzed based on the hinge-joined slab method. A simplified method for calculating the stiffness parameters of the panels was introduced. The influence lines of the longitudinal load on the prefabricated abutment of an actual bridge were calculated by using the proposed theoretical method and finite element method. The comparison between theoretical calculation and simulation results shows that the theoretical calculation method proposed in this paper is correct. In order to investigate the influence of the different thicknesses of the cap beam and dimensions of prefabricated panels on the calculation error of the theoretical calculation method. The influence lines of the prefabricated abutments with different parameters were calculated theoretically and simulated. All calculation errors of the central values of influence lines were less than 20% when the thickness of the cap beam changes from 0.8 to 2.4 m, the errors were all less than 10% when the thickness of the cap beam was 1.2–1.575 m. This calculation further verified that the theoretical calculation method proposed in this paper is suitable for longitudinal load distribution of a weakly connected Prefabricated bridge abutment. It provides a reference for the design and theoretical calculation of prefabricated abutment.
- Published
- 2021
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