Study on the dynamic response characteristics of hydraulic support columns under multi-condition impact loads

This study focuses on the performance of hydraulic support columns under complex operating conditions. By constructing a finite element model that accounts for actual connection relationships and contact nonlinearities, mechanical simulation tests were conducted to thoroughly analyze their dynamic response. The results indicate that under impact loads, the stress response of the key components of the hydraulic support column exhibits a three-stage characteristic: “impact transient-dynamic adjustment-steady-state transmission.” The maximum stress at the secondary guide sleeve reaches 1735.7 MPa, significantly higher than other components, necessitating focused optimization. The middle cylinder bears the primary stress transmission task during axial load transfer, with a stress exceeding 200 MPa over a length of 600 mm–50% longer than the bottom cylinder—and the maximum stress in the middle cylinder is 1.4 times that of the bottom cylinder. Under radial load, a ring-shaped high-stress zone forms at the bottom of the cylinder wall in the bottom cylinder, with stress values reaching 589.31 MPa. The stress in the fixed-end weld zone is less than 150 MPa, showing a significant difference. These conclusions provide important theoretical basis for the structural optimization design and service life improvement of hydraulic support columns, demonstrating significant engineering application value.

Authors

Institutions

Publication Details

Journal
Frontiers in Earth Science
Published
2026-01-13
DOI
https://doi.org/10.3389/feart.2025.1682976
Citations
1
Primary Topic
Structural Response to Dynamic Loads
Type
article
Field-Weighted Citation Impact
19.37
Controls
|||
ALL TIME
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
OCT
article

Study on the dynamic response characteristics of hydraulic support columns under multi-condition impact loads

Yadong Zhen, Guozhu Liu, Wei JIANG, Jingxi Li et al.
1 citations
Frontiers in Earth Science
Structural Response to Dynamic Loads
19.37
article

Study on the dynamic response characteristics of hydraulic support columns under multi-condition impact loads

Yadong Zhen, Guozhu Liu, Wei JIANG, Jingxi Li, Yang Liu
article en
1 citations

Abstract

This study focuses on the performance of hydraulic support columns under complex operating conditions. By constructing a finite element model that accounts for actual connection relationships and contact nonlinearities, mechanical simulation tests were conducted to thoroughly analyze their dynamic response. The results indicate that under impact loads, the stress response of the key components of the hydraulic support column exhibits a three-stage characteristic: “impact transient-dynamic adjustment-steady-state transmission.” The maximum stress at the secondary guide sleeve reaches 1735.7 MPa, significantly higher than other components, necessitating focused optimization. The middle cylinder bears the primary stress transmission task during axial load transfer, with a stress exceeding 200 MPa over a length of 600 mm–50% longer than the bottom cylinder—and the maximum stress in the middle cylinder is 1.4 times that of the bottom cylinder. Under radial load, a ring-shaped high-stress zone forms at the bottom of the cylinder wall in the bottom cylinder, with stress values reaching 589.31 MPa. The stress in the fixed-end weld zone is less than 150 MPa, showing a significant difference. These conclusions provide important theoretical basis for the structural optimization design and service life improvement of hydraulic support columns, demonstrating significant engineering application value.

Frontiers in Earth ScienceVol. 13
China University of Mining and Technology (CN), China Coal Technology and Engineering Group Corp (China) (CN), China Coal Research Institute (China) (CN)
Openalex Percentile: Top 3%
Structural Response to Dynamic Loads
19.37
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.

Study on the dynamic response characteristics of hydraulic support columns under multi-condition impact loads — Yadong Zhen, Guozhu Liu, et al. · Frontiers in Earth Science (2026) | TGRS Research Map | TGRS