Ultimate Bearing Simulation of an 80 MN Compression–Shear–Torsion Multifunctional Bridge Bearing Testing Machine with a Plate-Column Composite Frame

Due to the existing shortcomings of small load and few functions in the current bridge bearing testing machine, a compression–shear–torsion multifunctional bridge bearing testing machine with a maximum vertical load of 80 MN is designed. It can enable five loading tests: static vertical compression, static double compression-shear, static single compression-shear, dynamic single compression-shear, and static compression-torsion. To ensure that the testing machine meets the strength and stiffness requirements under the above five ultimate loading conditions, a plate-column composite frame with lateral reaction plates is introduced. Next, the loading states of the bridge bearing and the testing machine under vertical compression, double compression-shear, single compression-shear, and compression-torsion are analyzed. On this basis, five ultimate loading simulations of this testing machine are carried out, respectively, and then compared with those of the traditional testing machine with a sole-column frame. The results show that because the lateral reaction plates increase the bearing area in the vertical direction and bear the load in the shear direction, the maximum stress position is successfully transferred from the high-cost columns to the low-cost lateral reaction plates, and both the maximum stress and the maximum displacement are decreased after introducing the lateral reaction plates. The lateral reaction plates have a great promoting effect on single compression-shear. During ultimate static single compression-shear and dynamic single compression-shear, the maximum total stress of the whole machine is reduced by 18.8% and 24.4%, respectively, and the maximum displacement of the whole machine is reduced by up to 72.5% and 75.0%, respectively. Under the five ultimate loading conditions, this testing machine meets the strength and stiffness requirements, indicating that it can bear the five ultimate loading tests and withstand an ultimate vertical load of 80 MN.

Authors

Institutions

Publication Details

Journal
Processes
Published
2025-10-17
DOI
https://doi.org/10.3390/pr13103331
Primary Topic
Mechanical stress and fatigue analysis
Type
article
Field-Weighted Citation Impact
0.00

Funders

Controls
|||
ALL TIME
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
OCT
article

Ultimate Bearing Simulation of an 80 MN Compression–Shear–Torsion Multifunctional Bridge Bearing Testing Machine with a Plate-Column Composite Frame

Jinggan Shao, Shuzhen Mi, Mengting Chen, T. P. Li
Processes
Mechanical stress and fatigue analysis
article

Ultimate Bearing Simulation of an 80 MN Compression–Shear–Torsion Multifunctional Bridge Bearing Testing Machine with a Plate-Column Composite Frame

Jinggan Shao, Shuzhen Mi, Mengting Chen, T. P. Li
article en

Abstract

Due to the existing shortcomings of small load and few functions in the current bridge bearing testing machine, a compression–shear–torsion multifunctional bridge bearing testing machine with a maximum vertical load of 80 MN is designed. It can enable five loading tests: static vertical compression, static double compression-shear, static single compression-shear, dynamic single compression-shear, and static compression-torsion. To ensure that the testing machine meets the strength and stiffness requirements under the above five ultimate loading conditions, a plate-column composite frame with lateral reaction plates is introduced. Next, the loading states of the bridge bearing and the testing machine under vertical compression, double compression-shear, single compression-shear, and compression-torsion are analyzed. On this basis, five ultimate loading simulations of this testing machine are carried out, respectively, and then compared with those of the traditional testing machine with a sole-column frame. The results show that because the lateral reaction plates increase the bearing area in the vertical direction and bear the load in the shear direction, the maximum stress position is successfully transferred from the high-cost columns to the low-cost lateral reaction plates, and both the maximum stress and the maximum displacement are decreased after introducing the lateral reaction plates. The lateral reaction plates have a great promoting effect on single compression-shear. During ultimate static single compression-shear and dynamic single compression-shear, the maximum total stress of the whole machine is reduced by 18.8% and 24.4%, respectively, and the maximum displacement of the whole machine is reduced by up to 72.5% and 75.0%, respectively. Under the five ultimate loading conditions, this testing machine meets the strength and stiffness requirements, indicating that it can bear the five ultimate loading tests and withstand an ultimate vertical load of 80 MN.

ProcessesVol. 13(10)
Zhengzhou University (CN), Henan Communication Science and Technology Research Institute (China) (CN), Henan Forestry Vocational College (CN), Henan Province Water Conservancy Survey and Design Research (CN)
U.S. Department of Transportation, Henan Provincial Department of Transportation
Openalex Percentile: Top 66%
Mechanical stress and fatigue analysis
AI Navigator

Ask Laika to Summarize, Analyze, and Connect papers live on the map.

Summarize Papers & Methodologies

Extract key findings, datasets, and comparative methods across publications.

Benchmark Rankings & Visual Analytics

Rank top research institutions, authors, funders, topics, and journals by Field-Weighted Citation Impact (FWCI) and paper volume with instant charts.

Connect Distant Disciplines

Bridge topological clusters on the map to find hidden collaborative intersections.