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      Analysis on Force Transmission Characteristics of Two-Legged Shield Support under Impact Loading

      , , ,
      Shock and Vibration
      Hindawi Limited

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          Abstract

          To study the load transfer characteristics of a two-legged shield powered support, a numerical simulation model of the support was established using the multibody dynamics software ADAMS. The model took full account of the hydraulic-elastic deformation characteristics of the support, as a series spring-damper system was used to replace the leg and the equilibrium jack. The canopy, goaf shield, lemniscate bars, and equilibrium jack are equivalent to flexible bodies. The setting force of the leg was provided by the preload of the equivalent spring, the static roof load was simulated using a slope signal, and the impact load was simulated using a step signal. Using the model, the impact and excitation effects of each hinge joint of the support were analyzed under different impact load conditions across the canopy. The results show that the location of the impact load affects the force transmissions of all hinge points of the support. Both the impact effect and the excitation effect are at a minimum when the impact force is located near the leg action line. These results are useful for the adaptive control and structural design optimization of the support.

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          Ground Response Curves for Rock Tunnels

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            Evaluation of coal longwall caving characteristics using an innovative UDEC Trigon approach

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              Research on the Rockburst Tendency and AE Characteristics of Inhomogeneous Coal-Rock Combination Bodies

              In order to research the influence of homogeneity on the rockburst tendency and on AE characteristics of coal-rock combination body, uniaxial compressive tests of inhomogeneous coal-rock combination bodies obeyed by the Weibull distribution were simulated using particle flow code ( P F C 2 D ). Macromechanical properties, energy evolution law, and AE characteristics were analyzed. The results show that (1) the elastic modulus homogeneity m E has an exponential relation with macroscopic modulus E , and the bonding strength homogeneity m σ has an exponential relation with uniaxial compressive strength σ c ; (2) the rockburst tendency of the coal-rock combination body will increase with the increase of m E or m σ , and m σ is the leading factor influencing this tendency; and (3) both the change law of AE hits and lasting time in different periods of AE characteristics are influenced by m σ , but m E just influences the lasting time. The more inhomogeneous the coal-rock combination body is, the shorter the lasting time in booming period of AE characteristics will be. This phenomenon can be used to predict the rockburst tendency of the coal-rock combination body.
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                Author and article information

                Journal
                Shock and Vibration
                Shock and Vibration
                Hindawi Limited
                1070-9622
                1875-9203
                2018
                2018
                : 2018
                :
                : 1-10
                Article
                10.1155/2018/3854684
                83e4aab3-7ef7-42ca-ae5f-79903755f23e
                © 2018

                http://creativecommons.org/licenses/by/4.0/

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