Evaluation of Design and Simulation of Creep Test Rig for Full-Scale Crossarm Structure

被引:41
作者
Asyraf, M. R. M. [1 ]
Ishak, M. R. [1 ,2 ,3 ]
Sapuan, S. M. [4 ]
Yidris, N. [1 ]
Ilyas, R. A. [4 ]
Rafidah, M. [5 ]
Razman, M. R. [6 ]
机构
[1] Univ Putra Malaysia, Dept Aerosp Engn, UPM, Serdang 43400, Selangor, Malaysia
[2] Univ Putra Malaysia, UPM, Aerosp Malaysia Res Ctr AMRC, Serdang 43400, Selangor, Malaysia
[3] Univ Putra Malaysia, UPM, Inst Trop Forest & Forest Prod INTROP, Lab Biocomposite Technol, Serdang 43400, Selangor, Malaysia
[4] Univ Putra Malaysia, UPM, Dept Mech & Mfg Engn, Adv Engn Mat & Composites Res Ctr, Serdang 43400, Selangor, Malaysia
[5] Univ Putra Malaysia, Dept Civil Engn, UPM, Serdang 43400, Selangor, Malaysia
[6] Univ Kebangsaan Malaysia, Inst Environm & Dev LESTARI, Res Ctr Sustainabil Sci & Governance SGK, UKM, Bangi 43600, Selangor, Malaysia
关键词
SEISMIC PERFORMANCE; STEEL; BEHAVIOR;
D O I
10.1155/2020/6980918
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
A simulated model was developed in order to design and simulate the mechanical properties of a cantilever beam creep testing rig for a full-scale size crossarm in transmission towers. Currently, the Malaysian power grid system is implementing several materials, such as Chengal wood, polymeric composite, and galvanised steel, as crossarm structures. However, there is a lack of study regarding the long-term mechanical behaviour of heavy structures in the literature. Hence, this article explains the design development of creep test rig for a full-scale crossarm structure using CATIA and mechanical simulation (deformation and safety factors) of the product via ANSYS. The test rig will be used to predict the creep life of the cantilever beam structure. In this study, a tall and large base area structure was designed and replicated from an actual tower to elevate the crossarm above the ground level. In order to select the best performance model, a baseline conceptual test rig was generated in CAD modelling, and the finite element analysis was carried out by using a static structural analysis in ANSYS. Four different bracing configurations were incorporated in the baseline model, and the modified structures were then analysed. The results show that the hybrid bracing configuration has enhanced the mechanical properties and safety factors in the baseline model.
引用
收藏
页数:10
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