2013
DOI: 10.1016/j.fusengdes.2013.06.002
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Modeling for mechanical response of CICC by hierarchical approach and ABAQUS simulation

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Cited by 18 publications
(4 citation statements)
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“…25,26 Explicit dynamics is widely used in the study of rope structures and is highly efficient in solving multiple contact problems between wires. 14,27,28 Among them, Li et al 28 mentioned that “In ABAQUS/Standard, convergence issues should be addressed when the implicit scheme is used. Therefore, ABAQUS/explicit, which adopts the dynamic explicit time integration scheme, is the preferred solver.” In the early stage of our research, the simplified rope model was used for static analysis, and relatively accurate results were obtained.…”
Section: Finite Element Simulation Analysis Of Braided Wire Rope Subjmentioning
confidence: 99%
“…25,26 Explicit dynamics is widely used in the study of rope structures and is highly efficient in solving multiple contact problems between wires. 14,27,28 Among them, Li et al 28 mentioned that “In ABAQUS/Standard, convergence issues should be addressed when the implicit scheme is used. Therefore, ABAQUS/explicit, which adopts the dynamic explicit time integration scheme, is the preferred solver.” In the early stage of our research, the simplified rope model was used for static analysis, and relatively accurate results were obtained.…”
Section: Finite Element Simulation Analysis Of Braided Wire Rope Subjmentioning
confidence: 99%
“…According to Equation (11), the total axial force of the outer wires in a strand F H = 1.78 × 10 5 N, the axial torque M H = 2.30 N•m, the axial force of the center wire F 2 = 5.09 × 10 3 N, and the axial torque M 2 = −1.70 × 10 −5 N•m. Then, the stress and the Von Mises stress of the wires in each layer of the strand can be solved by Equation (12), as listed in Table 8. The maximum stress of the 6 × K31WS + FC wire rope S max = 1794.98 MPa, while axial strain ε = 0.01.…”
Section: Analytical Analysis Of a 6 × K31ws + Fc Wire Ropementioning
confidence: 99%
“…Wang et al [11] established a geometric model for all kinds of wire ropes with round strands. Li et al [12] proposed a theoretical and numerical method for calculating the mechanical response of cables, and the effectiveness of the proposed method has been validated by comparisons with existing research. Meng et al [13] established a mathematical model of a wire rope under axial tensile and torsional loads, and they accurately calculated the contact deformation, contact pressure, and internal stress of the wire rope due to line contact using the semi-analytical method.…”
Section: Introductionmentioning
confidence: 99%
“…According to linear superposition principle, one of the optimization objectives w (shaft deflection) is given by the summation of three single deflections: According to the Equations (11), it's seen that external incentives generated by loading and the internal dimension of shaft parts together determine the shaft deflection w. Furthermore, the independent variables in Equations (11) such as D (shaft diameter), L (shaft length) and D 2 (shaft sleeve length), commonly have certain effects on shaft sleeve slippage according to the conclusion that a big shaft deflection accelerates the sleeve slippage. In the view that nonlinear contact element involved in external incentives is hard to be controlled in experiment and applications [15], this work selects the dimensions of shaft components as the optimization control parameters, where the length and diameter of the shaft as well as the shaft sleeve length are selected as control parameters from Equations (11) as shown in Table 1. The selection of the level values for each control parameter depends on the experimental data from PingGao Technology.…”
Section: G 1 =Gsinθmentioning
confidence: 99%