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Phase states of moisture content in different maize kernel types
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作者 Na Li Tongyu Xu Nan Hao 《International Journal of Agricultural and Biological Engineering》 SCIE CAS 2023年第1期250-259,共10页
Accurate determination of the moisture content in maize kernels conduces to screen maize germplasm materials with efficient dehydration.Low-field nuclear magnetic resonance(LF-NMR)single-kernel non-destructive testing... Accurate determination of the moisture content in maize kernels conduces to screen maize germplasm materials with efficient dehydration.Low-field nuclear magnetic resonance(LF-NMR)single-kernel non-destructive testing technology was used to determine the moisture content at different phase states in the kernels for selected types of maize.The NMR T 2 relaxation inversion spectrum was monitored in maize kernels to determine the variation in the moisture content in different phase states with time.The total water and free water peaked at the filling stage of the maize kernels and then declined to a minimum at physiological maturity.The semi-bound water generally increased to a long-lasting peak in the dough stage and then declined.The bound water increased from kernel formation to maturity and then remained stable.The contents of total water,free water,semi-bound water,and bound water had significant differences among kernel types but not among varieties of the same type.The contents of semi-bound water and free water were linearly correlated with the dehydration rates of the kernels.The results of this study can provide a means for creating new germplasm materials. 展开更多
关键词 maize(Zea mays L.) LF-NMR moisture phase state kernel type dehydration rate
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A Constitutive Model of Granite Shear Creep under Moisture 被引量:9
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作者 Xingang Wang Bin Hu +3 位作者 Huiming Tang Xinli Hu Jiading Wang Lei Huang 《Journal of Earth Science》 SCIE CAS CSCD 2016年第4期677-685,共9页
Previous constitutive models of granite shear creep have two limitations:(1) although moisture greatly affects granite shear creep behavior, currently there are no constitutive models that include this factor;(2)... Previous constitutive models of granite shear creep have two limitations:(1) although moisture greatly affects granite shear creep behavior, currently there are no constitutive models that include this factor;(2) there are also no models that include an acceleration stage. This paper presents an improved Burgers constitutive model with the addition of a damage parameter to characterize the moisture effect and uses a nonlinear relation equation between stress and strain for inclusion as the acceleration stage. The damage parameter is determined from granite creep experiment under four different moisture contents(0%, 0.22%, 0.49%, and 0.79%). The nonlinear relation equation is obtained by fitting a dataset of stain versus time under five different loading stages. To verify the presented model, a creep experiment was conducted on other granite samples and the results show that the model agrees well with the experimental observation data. 展开更多
关键词 moisture state shear creep constitutive model Burgers model damage variable nonlinear visco-elasto-plastic three-dimensional creep constitutive equation.
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