为加工大电流导体和制备高温超导电缆,有必要掌握高温超导带材在扭转下性能。该文研究了扭转下高温超导一代铋锶钙铜氧(BSCCO)和二代钇钡铜氧(YBCO)带材临界电流的分布与扭转应变之间的关系,用四线法在液氮、自场环境下测量了不同扭距...为加工大电流导体和制备高温超导电缆,有必要掌握高温超导带材在扭转下性能。该文研究了扭转下高温超导一代铋锶钙铜氧(BSCCO)和二代钇钡铜氧(YBCO)带材临界电流的分布与扭转应变之间的关系,用四线法在液氮、自场环境下测量了不同扭距下带材临界电流,分析比较了三种不同带材(日本住友HT-CA;AMSC8501;Super Power SCS4050)临界电流随扭距变化规律的异同,建立了计算扭转下带材内部应变的模型,推导出了扭转下三种不同带材临界电流密度与应变之间的函数关系。此外,将实验测得的临界电流与通过模型理论计算得到的数值进行了比较和分析。展开更多
Comprehensive tests on Hangzhou intact soft clay were performed, which were used to obtain the soils' critical response to undrained dynamic stress paths under different combinations of principal stress orientatio...Comprehensive tests on Hangzhou intact soft clay were performed, which were used to obtain the soils' critical response to undrained dynamic stress paths under different combinations of principal stress orientation. The different combinations included cyclic principal stress rotation (CPSR for short), cyclic shear with abrupt change of principal stress orientation (CAPSO for short) and cyclic shear with fixed principal stress orientation (CFPSO for short). On one side, under all these stress paths, samples have obvious strain inflection points and shear bands, and the excess pore water pressure is far from the level of initial effective confining pressure at failure. Stress paths of major principal stress orientation (α) alternating from negative and positive have quite different influence on soil's properties with those in which α is kept negative or positive. On the other side, due to the soil's strongly initial anisotropy, samples under double-amplitudes CPSR and CAPSO (or single-amplitude CPSR and CFPSO) have similar properties on dynamic shear strength and pore water pressure development tendency when α is kept within ±45°, while have quite different properties when α oversteps ±45°.展开更多
文摘为加工大电流导体和制备高温超导电缆,有必要掌握高温超导带材在扭转下性能。该文研究了扭转下高温超导一代铋锶钙铜氧(BSCCO)和二代钇钡铜氧(YBCO)带材临界电流的分布与扭转应变之间的关系,用四线法在液氮、自场环境下测量了不同扭距下带材临界电流,分析比较了三种不同带材(日本住友HT-CA;AMSC8501;Super Power SCS4050)临界电流随扭距变化规律的异同,建立了计算扭转下带材内部应变的模型,推导出了扭转下三种不同带材临界电流密度与应变之间的函数关系。此外,将实验测得的临界电流与通过模型理论计算得到的数值进行了比较和分析。
基金Projects(50308025 50639010) supported by the National Natural Science Foundation of China
文摘Comprehensive tests on Hangzhou intact soft clay were performed, which were used to obtain the soils' critical response to undrained dynamic stress paths under different combinations of principal stress orientation. The different combinations included cyclic principal stress rotation (CPSR for short), cyclic shear with abrupt change of principal stress orientation (CAPSO for short) and cyclic shear with fixed principal stress orientation (CFPSO for short). On one side, under all these stress paths, samples have obvious strain inflection points and shear bands, and the excess pore water pressure is far from the level of initial effective confining pressure at failure. Stress paths of major principal stress orientation (α) alternating from negative and positive have quite different influence on soil's properties with those in which α is kept negative or positive. On the other side, due to the soil's strongly initial anisotropy, samples under double-amplitudes CPSR and CAPSO (or single-amplitude CPSR and CFPSO) have similar properties on dynamic shear strength and pore water pressure development tendency when α is kept within ±45°, while have quite different properties when α oversteps ±45°.
