Abstract

In order to meet the increasing application requirements with regards to structural impact resistance in industries such as mining, construction, aerospace engineering, and disaster relief and mitigation, this paper designs a variant truss beam structure with a large shrinkage ratio and high impact resistance. Based on the principle of the curved trajectory of scissor mechanisms, this paper conducts a finite element simulation analysis of the impact load on the truss beam structure, a theoretical analysis of the impact response and a relevant prototype bench-top experiment, completing a full study on the impact resistance mechanism of the designed variant truss beam structure under the impact load. In the paper, the buffer effect of the external load impact on the variant truss beam structure is analyzed from the perspective of the energy change of elastic–plastic deformation. This paper proposes an optimization strategy for the variant truss beam structure with the energy absorption rate as the optimization index through extensive analysis of the parameter response surfaces. The strategy integrates analyses on the response characteristic analysis of various configuration materials to obtain an optimal combination of component parameters that ensures that the strength of the truss beam structure meets set requirements. The strategy provides a feasible method with which to verify the effectiveness and impact resistance of a variant truss structure design.

Highlights

  • At present, the scissor-type truss beam mechanism has been widely used in mining, building construction, aerospace development projects, emergency rescue and disaster reduction and other industries [1,2,3,4,5]

  • Li et al [15] analyzed the multi-topological, structural characteristics of the space truss unfolding mechanism, and proposed a mechanism topology analysis method based on the metamorphic principle; Huang et al [16] used the Jordan Speed Variation Principle to model the dynamics of the flexible components of the variable topological space deployable truss and analyzed the law of impact change on the truss unfolding motion

  • Li et al [22] put forward an analysis method for the impact load stability of ring truss structures by modal analysis of the truss model, but practical application showed that this method had great limitations for the analysis of other truss shapes

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Summary

Introduction

The scissor-type truss beam mechanism has been widely used in mining, building construction, aerospace development projects, emergency rescue and disaster reduction and other industries [1,2,3,4,5]. This mechanism has the characteristics of large shrinkage ratio and structural compliance rotation. Based on the design of the ring-flat-head cone truss structure with its deployable mechanism [12], the evolution law and movement characteristics of the variant scissor mechanism has been analyzed and a more comprehensive discussion surrounding the degree of freedom of its motion has been carried out [13]. Taking specific energy absorption [24,25] as an index, the parameter response surface optimization method for the truss beam structure was studied, and the impact resistance of the structure was optimized within a certain mass range

Design of Variant Truss Beam Structure
Initial phase
Intermediate transition state
Physical Experiment of Impact Load of Truss Beam Structure
Optimization of the Rod Parameters of Variant Truss Beam Structure
Conclusions
Full Text
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