Abstract

To simulate the non-linear vibrations of a floating bridge of a continuous system on separate floating supports with additional limiting supports at the ends with a moving load solves the most complicated problem which is the problem of describing the behavior of a span structure. A technique for simulating the vibration of an elastically supported deformable rod with limiting supports at the ends, which is a design scheme of a span structure, under the action of a moving force is developed. A computational algorithm for solving partial differential equations with varying boundary conditions is proposed, which includes boundary conditions in the model equations and does not require the subordination of basis functions to the boundary conditions. During the calculation, the basis remains constant. Piecewise linear basis functions are used to solve the differential equation. The technique is tested using a computational program Matlab, which is implemented when performing numerical studies of the behavior of the dynamic system as a function of the parameter changes. The developed technique is universal for studying the dynamics of a number of constructively non-linear systems.

Highlights

  • Simulating the vibrations of dynamic systems with the presence of constructive nonlinearity in the work with a mobile load is a very difficult task

  • The design scheme of an elastically supported span structure is a thin-walled rod of the full length supported by floating struts through elastic bonds of great rigidity, which ensures the distribution of forces from the span structure to the floating supports through the linings [1]

  • Combining the equation of the motion of the center of mass of the rod in a fixed coordinate system, the equation describing the rotation of the rod as a rigid body, the equation of the flexural displacements of the rod in the moving coordinate system associated with the rod, the boundary conditions and the initial conditions, we obtain a mathematical model of the motion of a thin-walled elastic rod simulating the flight the structure of a continuous floating bridge

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Summary

Introduction

Simulating the vibrations of dynamic systems with the presence of constructive nonlinearity in the work with a mobile load is a very difficult task. Such systems include structures with switching on and off from work connections or having various stop limiters. Differential equations in partial derivatives with varying boundary conditions are used to describe the behavior of such systems. To this class of constructions, it is possible to carry the span structures of the floating bridges of continuous system with additional restrictive rigid supports. The design scheme of an elastically supported span structure is a thin-walled rod of the full length supported by floating struts through elastic bonds of great rigidity, which ensures the distribution of forces from the span structure to the floating supports through the linings [1]

Creating a mathematical model of the motion of a bridge
Numerical solution of the constructed mathematical model
Mathematical model
Mathematical model in terms of generalized functions
Computational algorithm
Numerical experiments
Findings
Summary and conclusion
Full Text
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