Finite Element Analysis of Cable Saddle’s Mechanical Performance Considering the Influence of Cast Steel Material Inhomogeneity
-
摘要: 为研究铸钢材料不均匀性对索鞍受力性能的影响,基于概率理论和有限元数值模拟技术,在ABAQUS平台上编制PYTHON材料随机模拟程序,建立了考虑铸钢材料不均匀性的随机有限元模型,深入探讨了索鞍在三向荷载作用下的复杂应力、塑性分布以及分析了铸钢材料不均匀性对索鞍极限承载力的影响规律。分析结果表明:网格尺寸的减小会导致承载力随机性增大,但对承载力的判定影响不大;铸钢材料的随机性会导致铸钢件应力分布不均匀,在设计荷载下局部区域进入塑性状态;材料屈服强度的不均匀性对结构承载力影响较大,而弹性模量的不均匀性对此影响较小;铸钢件材料不均匀性对索鞍的静力力学行为无明显影响,但会小幅度地降低结构承载力以及使结构在极限状态时出现更大的变形。Abstract: To study the influence of cast steel material non-uniformity on the mechanical performance of cable saddle, based on probability theory and finite element numerical simulation technology, a random simulation program of PYTHON material was compiled on the ABAQUS platform, and a random finite element model considering the cast steel material non-uniformity was established. The complex stress and plastic distribution of cable saddle under three-way load were discussed in depth, and the influence of cast steel material non-uniformity on the ultimate bearing capacity of cable saddle was analyzed. The results show that the reduction of grid size will lead to the increase of randomness of bearing capacity, but has little influence on the determination of bearing capacity. The randomness of steel casting materials will lead to uneven stress distribution of steel castings, and local areas will enter the plastic state under the design load. The non-uniformity of material yield strength has a great influence on the bearing capacity of the structure, while the non-uniformity of elastic modulus has a small influence on it. The material inhomogeneity of the steel casting has no obvious influence on the static mechanical behavior of the cable saddle, but it will reduce the bearing capacity of the structure slightly and make the structure appear greater deformation in the limit state.
-
Key words:
- main saddle /
- cast steel /
- material non-uniformity /
- finite element analysis /
- bearing capacity
-
[1] 孟凡超.公路桥涵设计手册悬索桥[M].北京:人民交通出版社,2011. [2] 贾界峰,涂金平,周泳涛,等.空间索面自锚式悬索桥主索鞍计算方法[J].桥梁建设,2007(5):38-41. [3] 杜万强.某悬索桥主索鞍应力试验及数值分析[J].铁道建筑,2013 (2):18-19. [4] 方国强,林韬.岳阳洞庭湖大桥主索鞍受力分析[J].市政技术,2013,31(3):56-57,60. [5] 黄奶清,李亚平,黄吉滔.悬索桥主塔索鞍计算分析研究[J].工程与建设,2014,28(2):185-186. [6] 钟昌均,王忠彬,柳晨阳.悬索桥主索鞍承载力影响因素及结构优化[J].吉林大学学报(工学版),2021,51(6):2068-2078. [7] Zhong C J,Shen R L,Wang H.Research on ultimate bearing capacity state and structure optimization of main cable saddle[J].Structures,2021,33:28-40. [8] 李俊,卫星,李小珍,等.大型钢网壳结构铸钢节点复杂受力的试验研究[J].土木工程学报,2005,38(6):8-12,19-53. [9] 王朝波,赵宪忠,陈以一,等.上海铁路南站外柱异形铸钢节点承载性能研究[J].土木工程学报,2008,41(1):18-23. [10] 张淳源,张为民.论连续介质微观力学的经典理论[J].湘潭大学自然科学学报,2003,25(4):110-115. [11] 雷广山,雷钧,王雪.大型铸钢件常见缺陷分析[J].机械工程与自动化,2011,166(3):96-98,101. [12] 杨渊.铸钢件力学性能试验研究及铸钢塔结构分析[D].天津:天津大学,2017. [13] 中交公路规划设计院有限公司.公路桥涵设计通用规范:JTG D60—2015[S].北京:人民交通出版社,2015. [14] 中交公路规划设计院有限公司.公路悬索桥设计规范:JTG/T D 65-05—2015[S].北京:人民交通出版社,2015. [15] 中华人民共和国住房和城乡建设部.钢结构设计标准:GB 50017—2017[S].北京:中国建筑工业出版社,2018. [16] 中国工程建设标准化协会.铸钢节点应用技术规程:CECS 235∶2008[S].北京:中国计划出版社,2008. [17] 中华人民共和国住房和城乡建设部.混凝土结构设计规范:GB 50010—2010[S].北京:中国建筑工业出版社,2010. [18] 中交公路规划设计院有限公司.公路钢结构桥梁设计规范:JTG D64—2015[S].北京:人民交通出版社,2015. [19] 中交公路规划设计院有限公司.公路钢筋混凝土及预应力混凝土桥涵设计规范:JTG 3362—2018[S].北京:人民交通出版社,2018. [20] 李国强,黄宏伟,郑步全.工程结构荷载与可靠度设计原理[M].北京:中国建筑工业出版社,2001.
点击查看大图
计量
- 文章访问数: 141
- HTML全文浏览量: 39
- PDF下载量: 9
- 被引次数: 0