The effect of grain size on the flow stress in an ECAPed Ti with a constant texture was investigated,assuming that 2,4,5 and 6 passes microstructures have a similar texture.The average size of recrystallized grains de...The effect of grain size on the flow stress in an ECAPed Ti with a constant texture was investigated,assuming that 2,4,5 and 6 passes microstructures have a similar texture.The average size of recrystallized grains decreased to 0.5 μm,0.4 μm,and 0.3 μm with respect to the ECAP pass number of 2,4,and 6,respectively.The ultimate tensile strength (UTS) and yield strength (YS) increase with an increase in the number of pressing.The UTS and YS of the 6 passes ECAPed sample were found to be 740.2 MPa and 580.3 MPa,respectively.An equation for the flow stress of an ECAPed Ti with a constant texture as a function of the strain and grain size was derived for the ECAPed metal.The following equation was finally obtained:σ(ε)=103.9+1825ε-9.6ε1/2·d-1/2+8.3d-1/2.展开更多
有研究结果表明,孔隙比是影响土–水特征曲线(SWCC)的直接因素,而应力状态是通过孔隙比影响SWCC的间接因素。然而相关文献中关于孔隙比对SWCC影响的试验研究,一般只控制了试样的初始孔隙比相同或者不同,而在SWCC试验过程中对试样的孔隙...有研究结果表明,孔隙比是影响土–水特征曲线(SWCC)的直接因素,而应力状态是通过孔隙比影响SWCC的间接因素。然而相关文献中关于孔隙比对SWCC影响的试验研究,一般只控制了试样的初始孔隙比相同或者不同,而在SWCC试验过程中对试样的孔隙比并没有加以控制。为了深化对孔隙比和应力状态对SWCC影响的认识,以山东东营黏土为研究对象,采用应力相关土水特征曲线仪,对试样沿预定路径进行单向压缩或单向压缩–回弹以后,控制竖向应力或孔隙比在脱—吸湿SWCC试验过程中保持不变。结果表明:在本次吸力范围内(未超过400 k Pa)的脱湿—吸湿过程中,即使竖向应力相同(等应力状态),只要孔隙比不同,则SWCC就不同;但只要保持试验过程中试样孔隙比不变(等孔隙比状态),则竖向应力的变化对SWCC几乎没有影响。等孔隙比状态下,即使竖向应力不同,但试样的进气值相近,脱/吸湿速率也几乎保持一致;等应力状态下,进气值随着孔隙比的增大而减小,脱—吸湿SWCC的滞回度和滞回圈面积随孔隙比增加而增大。研究结果对于建立SWCC模型时,如何选取模型参数具有理论指导意义。展开更多
文摘The effect of grain size on the flow stress in an ECAPed Ti with a constant texture was investigated,assuming that 2,4,5 and 6 passes microstructures have a similar texture.The average size of recrystallized grains decreased to 0.5 μm,0.4 μm,and 0.3 μm with respect to the ECAP pass number of 2,4,and 6,respectively.The ultimate tensile strength (UTS) and yield strength (YS) increase with an increase in the number of pressing.The UTS and YS of the 6 passes ECAPed sample were found to be 740.2 MPa and 580.3 MPa,respectively.An equation for the flow stress of an ECAPed Ti with a constant texture as a function of the strain and grain size was derived for the ECAPed metal.The following equation was finally obtained:σ(ε)=103.9+1825ε-9.6ε1/2·d-1/2+8.3d-1/2.
文摘有研究结果表明,孔隙比是影响土–水特征曲线(SWCC)的直接因素,而应力状态是通过孔隙比影响SWCC的间接因素。然而相关文献中关于孔隙比对SWCC影响的试验研究,一般只控制了试样的初始孔隙比相同或者不同,而在SWCC试验过程中对试样的孔隙比并没有加以控制。为了深化对孔隙比和应力状态对SWCC影响的认识,以山东东营黏土为研究对象,采用应力相关土水特征曲线仪,对试样沿预定路径进行单向压缩或单向压缩–回弹以后,控制竖向应力或孔隙比在脱—吸湿SWCC试验过程中保持不变。结果表明:在本次吸力范围内(未超过400 k Pa)的脱湿—吸湿过程中,即使竖向应力相同(等应力状态),只要孔隙比不同,则SWCC就不同;但只要保持试验过程中试样孔隙比不变(等孔隙比状态),则竖向应力的变化对SWCC几乎没有影响。等孔隙比状态下,即使竖向应力不同,但试样的进气值相近,脱/吸湿速率也几乎保持一致;等应力状态下,进气值随着孔隙比的增大而减小,脱—吸湿SWCC的滞回度和滞回圈面积随孔隙比增加而增大。研究结果对于建立SWCC模型时,如何选取模型参数具有理论指导意义。
