2009Ship Science and TechnologyRequires access

Investigation on equivalent impact load scheme of moving variable load for large engineering structure

Lu Wang

Open publisher page 0 citations

Abstract

The equivalent impact load scheme of moving variable load is presented to make a study of the feasibility of the dynamic response analysis of the large engineering structure under moving loads using standard finite element packages. The time varying,continuous,moving load is transformed into a series of equivalent impact loads with different loading positions and effective acting time,exerting on the finite element model for the dynamic response analysis. With an example of a beam under moving load,the feasibility of the equivalent scheme is validated. The effect of integration time steps and load discrete time steps is discussed. The computational accuracy can be satisfied as a load discrete time step covers about 8 integration time steps. The work will be extended to the dynamic response analysis of the large engineering structure under moving loads using standard finite element packages.

About this research paper

What this paper is about

The equivalent impact load scheme of moving variable load is presented to make a study of the feasibility of the dynamic response analysis of the large engineering structure under moving loads using standard finite element packages. The time varying,continuous,moving load is transformed into a series of equivalent impact loads with different loading positions and effective acting time,exerting on the finite element model for the dynamic response analysis. With an example of a beam under moving load,the feasibility of the equivalent scheme is validated. The effect of integration time steps and load discrete time steps is discussed. The computational accuracy can be satisfied as a load discrete time step covers about 8 integration time steps. The work will be extended to the dynamic response analysis of the large engineering structure under moving loads using standard finite element packages.

Why it matters

A significance statement is not available in the OpenAlex record.

Key contribution

A contribution statement is not available in the OpenAlex record.

Method / approach

Method details are not available in the OpenAlex metadata.

Main findings

Findings are not separately available in the OpenAlex metadata.

Limitations

Limitations are not available in the OpenAlex metadata.

Applications

Application details are not available in the OpenAlex metadata.

Available abstract

The equivalent impact load scheme of moving variable load is presented to make a study of the feasibility of the dynamic response analysis of the large engineering structure under moving loads using standard finite element packages. The time varying,continuous,moving load is transformed into a series of equivalent impact loads with different loading positions and effective acting time,exerting on the finite element model for the dynamic response analysis. With an example of a beam under moving load,the feasibility of the equivalent scheme is validated. The effect of integration time steps and load discrete time steps is discussed. The computational accuracy can be satisfied as a load discrete time step covers about 8 integration time steps. The work will be extended to the dynamic response analysis of the large engineering structure under moving loads using standard finite element packages.

Key concepts: Moving load, Finite element method, Dynamic load testing, Structural engineering, Scheme (mathematics), Variable (mathematics), Work (physics), Computer science

Related papers

Back to paper searchBrowse research topicsOriginal source
Investigation on equivalent impact load scheme of moving variable load for large engineering structure — Research Paper | ScholarLens