实验力学
實驗力學
실험역학
JOURNAL OF EXPERIMENTAL MECHANICS
2009年
4期
307-312
,共6页
宛新林%杜赟%薛彦伟%席道瑛
宛新林%杜赟%薛彥偉%席道瑛
완신림%두빈%설언위%석도영
正弦波加载%时频效应%瞬时杨氏模量%频散
正絃波加載%時頻效應%瞬時楊氏模量%頻散
정현파가재%시빈효응%순시양씨모량%빈산
sinusoidal loading%frequency effect%instantaneous Young's modulus%dispersion
对饱和泵油南京砂岩和饱水大理岩在MTS上进行了单轴压缩实验和正弦波加载实验,求得两种饱和岩石的单轴抗压强度和屈服强度,并获得随正弦波频率的提高,饱和泵油南京砂岩的杨氏模量、纵横波速度增大,具有较明显的频散效应.饱和岩石中的微细观缺陷在正弦波加载中引起滞后,导致瞬时杨氏模量与应力成不对称"X"形,获得随正弦波频率增高,"X"交点在模量轴上的位置增高,杨氏模量增大,模量的频散增强.本文揭示了岩石的非线性时频响应的一些物理机理,对于岩石介质中的非线性波动研究以及地震、工程等理论研究和应用都具有重要意义.
對飽和泵油南京砂巖和飽水大理巖在MTS上進行瞭單軸壓縮實驗和正絃波加載實驗,求得兩種飽和巖石的單軸抗壓彊度和屈服彊度,併穫得隨正絃波頻率的提高,飽和泵油南京砂巖的楊氏模量、縱橫波速度增大,具有較明顯的頻散效應.飽和巖石中的微細觀缺陷在正絃波加載中引起滯後,導緻瞬時楊氏模量與應力成不對稱"X"形,穫得隨正絃波頻率增高,"X"交點在模量軸上的位置增高,楊氏模量增大,模量的頻散增彊.本文揭示瞭巖石的非線性時頻響應的一些物理機理,對于巖石介質中的非線性波動研究以及地震、工程等理論研究和應用都具有重要意義.
대포화빙유남경사암화포수대리암재MTS상진행료단축압축실험화정현파가재실험,구득량충포화암석적단축항압강도화굴복강도,병획득수정현파빈솔적제고,포화빙유남경사암적양씨모량、종횡파속도증대,구유교명현적빈산효응.포화암석중적미세관결함재정현파가재중인기체후,도치순시양씨모량여응력성불대칭"X"형,획득수정현파빈솔증고,"X"교점재모량축상적위치증고,양씨모량증대,모량적빈산증강.본문게시료암석적비선성시빈향응적일사물리궤리,대우암석개질중적비선성파동연구이급지진、공정등이론연구화응용도구유중요의의.
Uniaxial compression experiments and sinusoidal loading experiments were carried out on MTS for pump-oil saturated Nanjing sandstones and water saturated Dali marbles. Uniaxial compressive strength and yield strength of both saturated rocks were obtained. Young's modulus and velocities of longitudinal wave and transverse wave increase with sinusoidal wave frequency with notable frequency dispersions. The hysteresis due to the existence of micro defects in saturated rocks in sinusoidal loading experiments results in the variation curves of instantaneous Young's modulus with stress for loading and unloading intersection, therefore an "X" shape figure is obtained. As the frequency of sinusoidal wave increases, the position of intersection point moves to higher modulus area and the modulus dispersion increases. Some physical mechanisms of nonlinear frequency response of rock are revealed. These obtained results are very important to study of nonlinear wave in rocks and theoretical analysis and application of earthquake and engineering.