Strength Tests of Selected Ropes Used in Mining Shaft Hoists After Their Replacement in Stochastic Interpretation
Andrzej Tytko1, Grzegorz Olszyna1, Tomasz Rokita1
1Faculty of Mechanical Engineering and Robotics, AGH University of Krakow, Mickiewicza 30 Av., 30-059 Kraków, Poland.
Materials (Basel, Switzerland)
|September 13, 2025
Summary
Deepening mines increase risks and costs for steel hoisting ropes. This study analyzes strength tests on new rope designs to improve condition assessment and ensure mining safety.
Area of Science:
- Mining Engineering
- Materials Science
- Mechanical Engineering
Background:
- Increasing raw material extraction difficulty due to dwindling reserves and deeper shafts.
- Non-linear increase in mining costs and risks with shaft depth.
- Rising costs and challenges in condition assessment for aging mining infrastructure.
Purpose of the Study:
- Analyze strength test results of two modern steel hoisting rope designs.
- Investigate wear patterns and condition assessment challenges of new rope structures.
- Provide quantitative data to improve the assessment of hoisting rope technical condition.
Main Methods:
- Conducted classic non-destructive strength tests (tensile, torsion, bending) on hoisting ropes.
- Performed tests before and after ropes were decommissioned.
- Statistically processed and graphically presented test results for comparative analysis.
Main Results:
- New, complex hoisting ropes exhibit variable wear across layers due to compaction.
- Identified differences and similarities in wear patterns between tested rope designs.
- Strength test data revealed quantitative parameters for assessing rope condition.
Conclusions:
- Variable wear in new ropes necessitates a move from subjective to quantitative condition assessment.
- Findings offer valuable insights for users, testing personnel, and strategic decision-makers in mining.
- Improved assessment methods can enhance the safety and operational efficiency of mining plants.
Related Concept Videos
Non-destructive Tests for Concrete Strength
501
The rebound hammer test, also known as the Schmidt hammer test, is a non-destructive technique for evaluating the hardness of concrete and, indirectly, the strength of concrete. It operates on the principle that the rebound of a spring-driven mass from a concrete surface correlates to the surface's hardness. The device comprises a mass within a tubular housing, a spring mechanism, and a plunger that strikes the concrete. Upon release, the energy imparted to the mass by the spring causes it...
501
Mechanical Characteristics of Steel
1.1K
The mechanical characteristics of steel are assessed through various tests that evaluate its strength, toughness, and flexibility. These tests include tension, torsion, impact, bending, and hardness assessments, each providing crucial information about steel's suitability for specific applications.
The tension test is fundamental for determining tensile strength. In this test, a steel specimen is stretched using a gripping device until it breaks. The data collected during this test are used...
The tension test is fundamental for determining tensile strength. In this test, a steel specimen is stretched using a gripping device until it breaks. The data collected during this test are used...
1.1K
Stresses in a Shaft
832
The shaft PQ is subjected to a twisting force when equal and opposite torques are applied on either side. A section that cuts perpendicular to the shaft's axis at any arbitrary point R is examined to understand this. When the free-body diagram of the QR segment is analyzed, it reveals the shearing forces exerted by the PR portion onto the QR segment as the shaft experiences twisting.
Applying equilibrium conditions to the QR segment establishes that the internal shearing forces within the...
Applying equilibrium conditions to the QR segment establishes that the internal shearing forces within the...
832
Cable Subjected to a Distributed Load
1.1K
The analysis of suspension bridges is a complex and critical process that involves multiple factors, including the shape and tension of the main cables. The main cables of suspension bridges are subjected to distributed loads, which result in changes in tensile forces and deformation of the cable. These loads must be carefully considered to ensure that the bridge is safe and capable of supporting the weight of different loads.
1.1K
Stress Concentrations in Circular Shafts
544
Consider the elastic torsion formula, which applies to a circular shaft with a consistent cross-section. This formula assumes that the shaft's ends are loaded with rigid plates firmly attached. However, in many cases, torques are applied to the shaft through mechanisms like flange couplings or gears, which are connected by keys inserted into keyways. This application method modifies the stress distribution near the point of torque application, causing it to deviate from the distributions...
544
Residual Stresses in Circular Shafts
512
In materials that exhibit elastic and plastic behavior, known as elastoplastic materials, residual stresses can accumulate when these materials experience plastic deformation. This deformation arises from either high levels of shearing stress or significant strains. Residual stresses are internal stresses that persist within a material after removing the external force causing deformation. This phenomenon is demonstrated when observing the behavior of a shaft under torque; notably, the...
512


