Jinshuai Xu, Yingpeng Zhuo, Zhaohui Qi, G. Wang, T. Zhao, Tianyu Wang
{"title":"Instability load analysis of a telescopic boom for an all-terrain crane","authors":"Jinshuai Xu, Yingpeng Zhuo, Zhaohui Qi, G. Wang, T. Zhao, Tianyu Wang","doi":"10.5194/ms-13-991-2022","DOIUrl":null,"url":null,"abstract":"Abstract. The instability load for the telescopic boom of an all-terrain crane\nis investigated in this paper. Combined with structural characteristics of\nthe telescopic boom, each boom section is divided into several substructures, and the fixed-body coordinate system of each substructure is\nestablished based on the co-rotational method. A 3D Euler–Bernoulli\neccentric beam element of the telescopic boom is derived. On the premise of\nconsidering the discretization of gravity and wind load, internal degrees of freedom of the substructure are condensed to the boundary nodes, forming a geometrical nonlinear super element. According to the nesting mode of the\ntelescopic boom, a constraint way is established. The unstressed original\nlength of the guy rope is calculated with a given preload so as to establish the equilibrium equations of the boom system with the external force of the guy rope and the corresponding tangent stiffness matrix. Regarding the above work, a new method for calculating the structural equilibrium path and instability load of telescopic boom structure is presented by solving the governing equations in a differential form. Finally, the method is validated by examples with different features.\n","PeriodicalId":18413,"journal":{"name":"Mechanical Sciences","volume":" ","pages":""},"PeriodicalIF":1.0000,"publicationDate":"2022-11-28","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"1","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Mechanical Sciences","FirstCategoryId":"5","ListUrlMain":"https://doi.org/10.5194/ms-13-991-2022","RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q4","JCRName":"ENGINEERING, MECHANICAL","Score":null,"Total":0}
引用次数: 1
Abstract
Abstract. The instability load for the telescopic boom of an all-terrain crane
is investigated in this paper. Combined with structural characteristics of
the telescopic boom, each boom section is divided into several substructures, and the fixed-body coordinate system of each substructure is
established based on the co-rotational method. A 3D Euler–Bernoulli
eccentric beam element of the telescopic boom is derived. On the premise of
considering the discretization of gravity and wind load, internal degrees of freedom of the substructure are condensed to the boundary nodes, forming a geometrical nonlinear super element. According to the nesting mode of the
telescopic boom, a constraint way is established. The unstressed original
length of the guy rope is calculated with a given preload so as to establish the equilibrium equations of the boom system with the external force of the guy rope and the corresponding tangent stiffness matrix. Regarding the above work, a new method for calculating the structural equilibrium path and instability load of telescopic boom structure is presented by solving the governing equations in a differential form. Finally, the method is validated by examples with different features.
期刊介绍:
The journal Mechanical Sciences (MS) is an international forum for the dissemination of original contributions in the field of theoretical and applied mechanics. Its main ambition is to provide a platform for young researchers to build up a portfolio of high-quality peer-reviewed journal articles. To this end we employ an open-access publication model with moderate page charges, aiming for fast publication and great citation opportunities. A large board of reputable editors makes this possible. The journal will also publish special issues dealing with the current state of the art and future research directions in mechanical sciences. While in-depth research articles are preferred, review articles and short communications will also be considered. We intend and believe to provide a means of publication which complements established journals in the field.