钢丝绳弹塑性损伤本构模型研究*

任志乾; 于宗乐; 陈循

doi:10.3901/JME.2017.01.121

机械工程学报 >

2017 , Vol. 53 >Issue 1: 121 - 129

DOI: https://doi.org/10.3901/JME.2017.01.121

机械动力学

钢丝绳弹塑性损伤本构模型研究^*

任志乾 ,
于宗乐 ,
陈循

展开

国防科技大学装备综合保障技术重点实验室长沙 410073

任志乾，男，1977年出生，博士研究生。主要研究方向为可靠性试验与评估。E-mail：rzq_rtl@nudt.edu.cn

网络出版日期: 2017-01-05

基金资助

* 可靠性与环境工程技术国防科技重点实验室2014年开放基金资助项目(KHZS20143011); 20160128收到初稿，20160906收到修改稿;

收起

Study on Wire Rope Elastic-plastic Damage Constitutive Model

REN Zhiqian ,
YU Zongyue ,
CHEN Xun

Expand

Science and Technology on Integrated Logistics Support Laboratory， National University of Defense Technology， Changsha 410073

Online published: 2017-01-05

Fold

摘要

通过分析钢丝绳的结构与材料特点以及主要失效形式，将材料损伤力学理论引入到钢丝绳失效模型，结合材料损伤理论，建立了含损伤的钢丝绳弹塑性损伤本构模型，推导了钢丝绳受到拉伸载荷作用时的损伤变量演化方程，编写了含损伤与不含损伤的钢丝绳弹塑性损伤有限元仿真分析程序，计算得到了钢丝绳在受到拉应力作用下的损伤演化历史，对比计算了不含损伤与含有损伤的两种本构模型的仿真计算结果，为进一步开展基于损伤力学的钢丝绳寿命与可靠性研究提供了基础。

关键词： 单股钢丝绳; 冲击载荷; 弹塑性分析

本文引用格式

任志乾 , 于宗乐 , 陈循 . 钢丝绳弹塑性损伤本构模型研究^*[J]. 机械工程学报, 2017 , 53(1) : 121 -129 . DOI: 10.3901/JME.2017.01.121

Abstract

Based on the analysis of wire rope material and structure, damage mechanics is introduced in the failure model and an elastic plastic damage constitutive model of wire rope is established. The theoretical equation for the evolution of damage variables under tensile loading is derived. Wire rope elastic plastic damage finite element simulation analysis programs with damage and without damage are written. Damage evolution history of the steel wire rope under the tensile stress is calculated. Two constitutive model simulation results with damage and without damage are contrasted. This provides a basis for further development of the research on the life and reliability of wire rope based on damage mechanics.

Key words： wire rope with single strand; impact load; elastic-plastic analysis

参考文献

[1] COSTELLO G A. Stresses in multilayered cable [J]. ASME J. Energy Resources Technology, 1983, (105)：337-340.

[2] VELINSKY S A，ANDERSON G L，COSTELLO G A. Wire rope with complex cross section [J]. Journal of Engineering Mechanics，1985，52(3)：380-391.

[3] GHOREISHI S R，MESSAGER T，CARTRAUDA P. Validity and limitations of linear analytical models for steel wire strands under axial loading using 3D FE model [J]. International Journal of Mechanical Sciences，2007， 49(11)：1251-1261.

[4] 沈燕，张德坤，王大刚，等. 接触载荷对钢丝微动磨损行为影响的研究 [J]. 摩擦学学报，2010，30(4)：404-408.

SHEN Yan，ZHANG Dekun，WANG Dagang，et a1. Effect of contact load on the fretting wear behavior of steel wire [J].Tribology，2010,30(4) ：404-408.

[5] BERETTA S，BONIARDI M. Fatigue strength and surface quality of eutectoid steel wires [J]. International Journal of Fatigue，1999，21：329-335.

[6] NAWROCKI A. LABROSSE M. A finite element model for simple straight wire rope strands [J]. Computers and Tructures，2000，77：345-359.

[7] 马军, 葛世荣, 张德坤. 钢丝绳股内钢丝应力-应变分布的计算模型及数值模拟[J]. 机械工程学报，2009，45(11)：277-282.

MA Jun，GE Shirong，ZHANG Dekun. Calculating model and numerical simulation of stress-strain distribution of wires within strands[J]. Journal of Mechanical Engineering，2009, 45(11)：277-282.

[8] 张德坤，葛世荣. 钢丝微动磨损过程中的接触力学问题研究[J]. 机械强度，2007，29(1)：148-151.

ZHANG Dekun，GE Shirong.Research on the contact mechanisms in the process of fretting wear between steel wires[J]. Journal of Compressive Strength，2007，29(1)：148-151.

[9] 赵怡晴，刘红岩，吕淑然，等. 基于宏观和细观缺陷耦合的节理岩体损伤本构模型[J].中南大学学报， 2015(4)：1489-1496.

ZHAO Yiqing，LIU Hongyan，LÜ Shuran，et a1.Damage constitutive model of jointed rock mass based on coupling macroscopic and mesoscopic flaws[J]. Journal of Central South University，2015(4)：1489-1496.

[10] 薛建刚，高希光，方光武，等. 2.5维C/SiC复合材料连续损伤本构模型[J]. 复合材料学报，2016，33(3)：606-612.

XUE Jiangang, GAO Xiguang, FANG Guangwu, et al. Continuum damage constitutive model of 2.5D C/SiC composites[J]. Acta Materiae Compositae Sinica, 2016, 33(3)：606-612.

[11] 阎锡东，刘红岩，邢闯锋，等. 基于微裂隙变形与扩展的岩石冻融损伤本构模型研究[J]. 岩土力学，2015(12)：3489-3499.

YAN Xidong，LIU Hongyan，XING Chuangfeng，et a1.Constitutive model research on freezing-thawing damage of rock based on deformation and propagation of microcracks [J].Rock and Soil Mechanics，2015(12)：3489-3499.

[12] LAI Yuanming，JIN Long，CHANG Xiaoxiao. Yield criterion and elasto-plastic damage constitutive model for frozen sandy soil [J]. International Journal of Plasticity. 2009，25(6)：1177-1205.

[13] LENG Feng，WU Gang. A thermodynamics-based damage constitutive model of concrete [J]. European Journal of Environmental and Civil Engineering，2013，17(Suppl.1)：s83-s102.

[14] 廖红卫. 钢丝绳的疲劳行为特征与损伤机理研究 [D]. 武汉：武汉理工大学，2006.

LIAO Hongwei，Study on characteristics of fatigue behavior and failure mechanisms of steel wire ropes [D]. Wuhan University of Technology，2006.

[15] 沈为. 损伤力学[M]. 武汉：华中理工大学出版社，1995.

SHEN Wei. Damage mechanics[M]. Wuhan：Huazhong University of Science and Technology Press，1995.

Options

文章导航

模态框（Modal）标题

摘要

本文引用格式

Abstract

参考文献