循环拉伸载荷下钢芯铝绞线的弹塑性力学性能试验研究

EXPERIMENTAL STUDY ON ELASTOPLASTIC MECHANICAL PROPERTIES OF STEEL-CORE ALUMINUM CONDUCTOR UNDER CYCLIC TENSILE LOADING

  • 摘要: 为研究输电线路用钢芯铝绞线(ACSR)在循环拉伸载荷作用下的弹塑性特性,在常温下针对13组JL/G1A-240/30型ACSR试件进行了恒幅循环和变幅循环加载试验,得到了ACSR在循环拉伸载荷下的应力-应变曲线,定义了加载弹性模量、卸载弹性模量、保载应变和残余应变等描述ACSR弹塑性性能的关键力学参数,研究了载荷幅值以及循环加载方式对弹塑性性能的影响。结果表明:在恒幅循环加载条件下,应力-应变曲线展现出弹塑性特性,当载荷幅值在20%~70%综合拉断力范围内时,卸载弹性模量随载荷幅值增加而增大,当载荷幅值在70%~100%综合拉断力范围内时,卸载弹性模量随载荷幅值增加而减小。在变幅循环加载条件下,应力-应变曲线整体呈现循环阶梯状,如在变幅循环加载过程中,插入幅值大于或等于50%综合拉断力的恒幅循环,可使ACSR的最终弹性模量下降,最终残余应变增加。试验结果可为输电线路的防灾减灾设计提供数据支撑。

     

    Abstract: To investigate the elastoplastic characteristics of steel-core aluminum conductor (SCAC) used in transmission lines under cyclic tensile loading, constant amplitude and variable amplitude cyclic loading tests were conducted on 13 sets of JL/G1A-240/30 type SCAC specimens at room temperature. Stress-strain curves of SCAC under cyclic tensile loading were obtained. Defined were key mechanical parameters describing the elastoplastic properties of SCAC, such as elastic modulus during loading, elastic modulus during unloading, keeping strain at maximum load and, residual strain. The influence of load amplitude and cyclic loading mode on elastoplastic properties was studied. The results show that: under constant amplitude cyclic loading conditions, the stress-strain curve exhibits elastoplastic characteristics. The elastic modulus during unloading increases with increasing load amplitude when the load amplitude is within the range of 20%-70% of the ultimate tensile strength. However, when the load amplitude is within the range of 70%-100% of the ultimate tensile strength, the unloading elastic modulus decreases with increasing load amplitude. Under variable amplitude cyclic loading conditions, the overall stress-strain curve exhibits a cyclic staircase pattern. Inserting constant amplitude cycles with amplitudes greater than or equal to 50% of the ultimate tensile strength during variable amplitude cyclic loading can decrease the final elastic modulus of SCAC and increase the final residual strain. The experimental results provide a data support for the disaster prevention and mitigation design of transmission lines.

     

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