王刚, 齐朝晖, 孔宪超. 含机构位移起重机主副臂组合臂架结构几何非线性分析[J]. 工程力学, 2015, 32(7): 210-218. DOI: 10.6052/j.issn.1000-4750.2013.12.1176
引用本文: 王刚, 齐朝晖, 孔宪超. 含机构位移起重机主副臂组合臂架结构几何非线性分析[J]. 工程力学, 2015, 32(7): 210-218. DOI: 10.6052/j.issn.1000-4750.2013.12.1176
WANG Gang, QI Zhao-hui, KONG Xian-chao. GEOMETRIC NONLINEAR ANALYSIS FOR CRANE MAIN AND SUB-BOOM STRUCTURES WITH MECHANISM DISPLACEMENTS[J]. Engineering Mechanics, 2015, 32(7): 210-218. DOI: 10.6052/j.issn.1000-4750.2013.12.1176
Citation: WANG Gang, QI Zhao-hui, KONG Xian-chao. GEOMETRIC NONLINEAR ANALYSIS FOR CRANE MAIN AND SUB-BOOM STRUCTURES WITH MECHANISM DISPLACEMENTS[J]. Engineering Mechanics, 2015, 32(7): 210-218. DOI: 10.6052/j.issn.1000-4750.2013.12.1176

含机构位移起重机主副臂组合臂架结构几何非线性分析

GEOMETRIC NONLINEAR ANALYSIS FOR CRANE MAIN AND SUB-BOOM STRUCTURES WITH MECHANISM DISPLACEMENTS

  • 摘要: 工程中很多起重机械含有控制吊重位置的机构,这些附加机构约束了起重机臂架结构承载变形后的位置。机构的作用可以等效为施加到结构上的广义外力,这些外力与结构位移和机构自由度是高度耦合的。对臂架结构按长度方向划分了多个子结构,将子结构的内部位移凝聚到了左右端面上。基于共旋坐标法,建立了随子结构一起运动的随动坐标系,推导了子结构单元的广义节点内力。以履带式起重机的主副臂组合臂架结构为例,考虑到臂架需要通过变幅机构进行约束和控制,给出了机构位移附加在臂架上的广义节点外力及其导数。最后,通过起重机的副臂工况算例,给出了在不同载荷下臂架结构位移以及约束机构位移,验证了分析方法的正确性和合理性。

     

    Abstract: A majority of lifting machineries contain the mechanisms for positioning heavy weights. These additional mechanisms constrain the locations of boom structures after deformation under loads, which can be considered as generalized applied forces related to structure and mechanism displacements. Boom structures are divided into several substructures along the longitudinal direction, and internal displacements of each substructure are reduced to the displacements of its left and right ends. Based on the Co-rotational method, an embedded coordinate system is defined, and a set of generalized nodal internal forces for substructure elements are formulated. Taking main and sub-boom structures of crawler cranes for an example and considering that the boom structures are constrained and controlled by derricking mechanisms, the additional nodal external forces and their derivatives on the substructure element nodes are obtained. At last, a numerical example of sub-boom working conditions for a kind of crawler crane is presented, in which the displacements of boom structures and mechanisms under different load conditions are obtained. The numerical example proves the validity and rationality of the analytical procedure.

     

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