A nonlinear cable element analysis method and system
A unit analysis and nonlinear technology, applied in instruments, complex mathematical operations, informatics, etc., can solve the problems that high-order cable units are difficult to apply for detailed analysis and calculation, cannot be directly applied to compiled programming languages, and have low computational efficiency. The effect of fast calculation speed, clear physical concept and small calculation amount
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Embodiment example 1
[0179] This case 1 examines the static and dynamic effect analysis process and analysis and calculation results of a small-span suspension cable structure.
[0180] image 3 is a schematic diagram of a small-span suspension cable structure, the suspension cable span L is 8 meters, and the sag h is 0.16 meters. The ratio of mid-span sag to span is 2%. The elastic modulus E of the cable is 1.7×10 11 Pa, the cross-sectional area A of the suspension cable is 0.674m 2 , the self-weight load of the structure is a uniformly distributed load q 0 =0.2kN / m, the live load on the structure is q 1 =0.3kN / m, the initial horizontal tension of the cable structure under its own weight is H 0 =10kN, now calculate the stable geometry, internal force and dynamic characteristics of the suspension cable structure under the action of final load q=0.5kN / m. In the analysis and calculation, the number of degrees of freedom of different methods is guaranteed to be the same, and the midpoints of th...
Embodiment example 2
[0191] This case examines the static and dynamic effect analysis and results of a long-span suspension cable structure.
[0192] Figure 4 It is a schematic diagram of a long-span transmission line, the suspension cable has a span of 2300 meters and a sag of 220 meters. The mid-span sag to span ratio is 9.5%. The elastic modulus E of the cable is 1.08×10 11 Pa, the cross-sectional area A of the suspension cable is 0.002916m 2 , the self-weight load of the structure is a uniformly distributed load q 0 =131.88N / m, the live load on the structure is q 1 =100N / m, now calculate the deformation and dynamic characteristics of the transmission wire structure. In the analysis and calculation, the number of degrees of freedom of different methods is guaranteed to be the same, and the midpoints of the cables are all on the unit nodes. The total number of nodes of the suspension cable is 97, the rod element and the two-node method are divided into 96 elements, the three-node cable el...
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