共查询到16条相似文献,搜索用时 738 毫秒
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对Q345R钢在湿硫化氢环境中预腐蚀低周疲劳性能进行了研究,以硫化氢溶液的浓度和预腐蚀时间为环境因素.低周疲劳试验在MTS-809疲劳试验机上进行,对各试验组的结果数据进行回归分析,得到各试验组环境下Q345R钢的循环应力-应变曲线、应变-寿命曲线等低周疲劳特性.不同试验环境下的预腐蚀低周疲劳结果表明,材料循环应力应变响应特性不受环境因素影响,为循环硬化特性;预腐蚀时间因素对材料低周疲劳寿命的影响比硫化氢溶液的浓度因素显著.试样断口为典型的低周疲劳断裂形貌,裂纹扩展阶段为脆性准解理断裂特征. 相似文献
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采用轴向应变幅控制的低周疲劳试验研究了总应变幅对4Cr5MoSiV1热作模具钢700 ℃低周疲劳行为的影响,包括循环应力响应行为、循环应力应变行为、循环迟滞回线和应变疲劳寿命行为等。结果表明:随着总应变幅从0.2%增大到0.6%,4Cr5MoSiV1钢在700 ℃时循环应力响应均表现为先循环硬化再循环软化的特性,并且应力幅最大值从220 MPa增大到308 MPa。同时,随着总应变幅的增大,4Cr5MoSiV1钢在700 ℃下的低周疲劳寿命由6750循环周次降低到210循环周次,且其过渡寿命约为1313循环周次。疲劳断口形貌分析结果显示,高温低周疲劳过程中裂纹主要萌生于试样表面处,且随着应变幅增大,裂纹源逐渐增多,疲劳条纹间距变宽,其断裂方式由韧性断裂转变为脆性断裂。透射电镜分析结果显示,循环软化可能与板条结构转变为胞状结构、基体发生位错湮灭、碳化物的析出和粗化有关。 相似文献
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M5合金的高温低周疲劳性能研究 总被引:1,自引:1,他引:0
M5合金是一种适用于高燃耗组件的新型锆合金,主要用作燃料棒包壳、端塞、导向管和定位格架材料。采用棒材试样,对M5合金在375℃温度下进行了5个应变水平的低周疲劳实验,应变比R=-1。对合金的循环响应特征进行了分析,并根据实验数据拟合出了疲劳寿命曲线和方程。用扫描电镜分析了低周疲劳样品的断口,讨论了合金的低周疲劳断裂特征。结果表明,在循环变形过程中,M5合金表现出了明显的硬化、饱和、软化阶段,其中饱和阶段所占比例较大,而硬化和软化阶段所占比例较小;其循环应变寿命特性遵循Coffin-manson关系;疲劳裂纹均起源于试样表面,且存在有多个裂纹源,断裂区布满发达的韧窝,属于明显的韧性断裂。 相似文献
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热轧H型钢的高应变低周疲劳性能研究 总被引:2,自引:0,他引:2
对热轧H型钢的高应变低周疲劳性能进行了研究。采用轴向应变控制的方法,在Instron-1342型电液伺服疲劳试验机上测定了热轧H型钢的低周疲劳性能数据,研究了在循环载荷下材料的循环应力响应特征、循环应力与应变关系,并用Coffin-Manson公式拟合得到热轧H型钢的疲劳寿命计算公式,据此计算了 =100时的 值。通过断口扫描发现,裂纹不仅在试样表面处形核,同时也在试样内部杂质处形核,然后通过不断的扩展形成微裂纹,许多微裂纹通过扩展连接形成宏观裂纹,最终导致材料断裂。 相似文献
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������ ������Զ����ǿ������ ����ӦǨ 《钢铁研究学报》2015,27(6):35-39
Low cycle fatigue properties of anti-seismic HRB400 grade III reinforcing steel bar were investigated. The fatigue tests were conducted on Shimadzu servo-hydraulic testing machine. The tests were run under uniaxial tension-compression loading with total strain control. The cyclic stress response characteristics and relationship between cyclic stress and strain of the steel were measured. The strain-life data from the axial tests were used to derive suitable Coffin-Manson parameters for the test material. The scanning electron microscope (SEM) micrographs reveal that the fatigue cracks initiate from the surfaces of samples. Due to the propagation and connection of the micro-cracks, macro-cracks form and fracture occurs eventually. 相似文献
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In this paper the biaxial low cycle fatigue behavior under proportional loading of a recently developed metastable austenitic stainless cast steel is presented. Total strain controlled tests were carried out on a 250 kN biaxial servohydraulic tension‐compression testing machine equipped with a biaxial orthogonal extensometer to measure the principal strains in the gauge area of the used cruciform specimens. The principal stresses were determined based on the compliance after the load reversals. The low cycle fatigue behavior under biaxial synchronous loading is compared to the uniaxial behavior. Therefore, biaxial single step tests and a biaxial multiple step load increase test were carried out. The dependence of the stress state on the cyclic deformation curves, cyclic stress‐strain curves and the formation of martensite are described. Finally, the fatigue life relationship according to Basquin and Manson‐Coffin was determined and compared to the Smith, Watson and Topper damage parameter, which provides a satisfactory fatigue life prediction. 相似文献
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Energy-based models for predicting the low-cycle fatigue life of high-strength structural steels are presented. The models are based on energy dissipation during average of cycles, cycles to crack propagation and total cycles to failure. Plastic strain energy per cycle was determined and found as an important characteristic for initiation and propagation of fatigue cracks for high-strength structural steels. Fatigue strain-life curves were generated using plastic energy dissipation per cycle (loop area) and compared with the Coffin-Manson relation. Low cycle fatigue life was found similar from both methods. The material showed Masing-type behavior. The cyclic hysterisis energy per cycle was calculated from cyclic stress-strain parameters. The fracture surfaces of the fatigue samples were characterized by scanning electron microscope and the fracture mechanisms were discussed. 相似文献
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The low cycle fatigue (LCF) behavior of a high-strength structural steel was investigated in the strain rate range of 4×10-5-0. 12 s-1 (0. 001-3 Hz) under constant total strain (±1%) control. The cyclic stress response at all strain rates exhibited behavior of rapid softening in the early stage of fatigue life and subsequent saturation up to failure. It was found that the stress amplitude, the plastic strain amplitude, the plastic strain energy density and the fatigue life depend mainly on the strain rate. The strain rate of 0. 012 s-1 was found as a transition point where the LCF of the steel showed different behavior from low strain rate to high strain rate. The relationship between the time to failure and strain rate was expressed well by a power law relation. The fracture surfaces of the fatigue samples were characterized by using a scanning electron microscope (SEM) and the fracture mechanisms were discussed in terms of time-dependent deformation of the steel. 相似文献