With regard to the structures subjected to severe mechanical-thermal coupling fatigue conditions,the consistency between service conditions and loading conditions was the prerequisite for the fatigue prop-erties test ...With regard to the structures subjected to severe mechanical-thermal coupling fatigue conditions,the consistency between service conditions and loading conditions was the prerequisite for the fatigue prop-erties test and fatigue life prediction.A miniature piezoelectric-driven instrument integrating with a tripodal piezoelectric actuator and envelope-type heating function was developed to investigate the mechanical-thermal coupling fatigue properties and obtain the fatigue life of materials under approximate service conditions.A physical model was described to quantitatively calculate the alternating deformation under the mechanical-thermal coupling tensile-bending combined condition.Accordingly,a fatigue life prediction method based on the Coffin-Manson equation under tensile-bending combined loading was proposed to estimate the mechanical-thermal coupling fatigue life in terms of the total coupling defor-mation and plastic strain amplitude.The feasibility of the proposed instrument was verified through the analysis of displacement responses of high entropy alloy specimens under the thermal-mechanical cou-pling tensile-bending combined condition at temperatures ranging from RT to 600°C.The comparison between fatigue lives directly measured through thermal-mechanical coupling experiments and theoreti-cally predicted fatigue lives indicated the availability of the modified Coffin-Manson equation.展开更多
为探索湿热地区桥面板混凝土裂缝结构的演化规律,设计了湿热-疲劳耦合加载试验,借助扫描电子显微镜(scanning electron microscope, SEM)和Image-Pro Plus软件,分析了荷载单因素及湿热-疲劳耦合作用下桥面板混凝土裂缝结构参数的变化规...为探索湿热地区桥面板混凝土裂缝结构的演化规律,设计了湿热-疲劳耦合加载试验,借助扫描电子显微镜(scanning electron microscope, SEM)和Image-Pro Plus软件,分析了荷载单因素及湿热-疲劳耦合作用下桥面板混凝土裂缝结构参数的变化规律,揭示了混凝土细观裂缝的演化过程和水性环氧树脂混凝土的改性机理。结果表明:在荷载单场作用下,裂缝面积密度随作用次数单调增加,裂缝沿长度方向延伸和闭合交替变化,裂缝宽度则呈压缩和扩张交替变化;在湿热-疲劳耦合下,混凝土细观裂缝结构演化过程为压缩变形、扩展和贯通3个阶段。水性环氧树脂混凝土组裂缝面积密度、最大长度和宽度相比基准组分别降低了23.44%、33.19%和26%,分形维数减小了0.017。水性环氧树脂在混凝土内部形成的柔性聚合物膜桥联于微裂缝之间,能有效抑制混凝土细观裂缝的延伸与扩展,提高桥面混凝土耐久性。展开更多
基金the National Natural Sci-ence Foundation of China(Nos.92266206 and 52227810)the Jilin Province Science and Technology Development Plan(No.YDZJ202101ZYTS129)the Fundamental Research Funds for the Central Universities(No.2022-JCXK-11).
文摘With regard to the structures subjected to severe mechanical-thermal coupling fatigue conditions,the consistency between service conditions and loading conditions was the prerequisite for the fatigue prop-erties test and fatigue life prediction.A miniature piezoelectric-driven instrument integrating with a tripodal piezoelectric actuator and envelope-type heating function was developed to investigate the mechanical-thermal coupling fatigue properties and obtain the fatigue life of materials under approximate service conditions.A physical model was described to quantitatively calculate the alternating deformation under the mechanical-thermal coupling tensile-bending combined condition.Accordingly,a fatigue life prediction method based on the Coffin-Manson equation under tensile-bending combined loading was proposed to estimate the mechanical-thermal coupling fatigue life in terms of the total coupling defor-mation and plastic strain amplitude.The feasibility of the proposed instrument was verified through the analysis of displacement responses of high entropy alloy specimens under the thermal-mechanical cou-pling tensile-bending combined condition at temperatures ranging from RT to 600°C.The comparison between fatigue lives directly measured through thermal-mechanical coupling experiments and theoreti-cally predicted fatigue lives indicated the availability of the modified Coffin-Manson equation.
文摘为探索湿热地区桥面板混凝土裂缝结构的演化规律,设计了湿热-疲劳耦合加载试验,借助扫描电子显微镜(scanning electron microscope, SEM)和Image-Pro Plus软件,分析了荷载单因素及湿热-疲劳耦合作用下桥面板混凝土裂缝结构参数的变化规律,揭示了混凝土细观裂缝的演化过程和水性环氧树脂混凝土的改性机理。结果表明:在荷载单场作用下,裂缝面积密度随作用次数单调增加,裂缝沿长度方向延伸和闭合交替变化,裂缝宽度则呈压缩和扩张交替变化;在湿热-疲劳耦合下,混凝土细观裂缝结构演化过程为压缩变形、扩展和贯通3个阶段。水性环氧树脂混凝土组裂缝面积密度、最大长度和宽度相比基准组分别降低了23.44%、33.19%和26%,分形维数减小了0.017。水性环氧树脂在混凝土内部形成的柔性聚合物膜桥联于微裂缝之间,能有效抑制混凝土细观裂缝的延伸与扩展,提高桥面混凝土耐久性。
