典型文献
Description of sand-metal friction behavior based on subloading-friction model
文献摘要：
A subloading-friction model is formulated to describe the smooth transient variation from static friction to kinetic friction,the recovery to static friction after the sliding velocity decreases,and the accumulation of sliding displacement under the cyclic loading of contact stress.In the past relevant studies,however,the model formulation used for simulations is limited to the hypoelastic-based plasticity framework,and the validation of the model is limited to simulations of the test data for metal-to-metal friction.In this study,the formulation of the subloading-friction model based on a hyperelastic-based plasticity framework is adopted.In the fields of civil,geotechnical,agricultural engineering,and terramechanics,the interaction between soils and metals is critical,as reflected in construction and agricultural machinery,foundation piles,and retaining walls.The validity of the model for describing the friction between various sands and metals is verified by simulations of the experimental data under monotonic and cyclic loadings.
文献关键词：
中图分类号：
作者姓名：
Toshiyuki OZAKI;Yuki YAMAKAWA;Masami UENO;Koichi HASHIGUCHI
作者机构：
Kyushu Electric Engineering Consultants Inc.,Fukuoka 810-0005,Japan;Department of Civil and Environmental Engineering,Tohoku University,Sendai 980-8579,Japan;University of the Ryukyus,Okinawa 903-0213,Japan;MSC Software Ltd.,Tokyo 101-0054,Japan;Kyushu University,Fukuoka 819-0395,Japan
文献出处：
引用格式：
[1]Toshiyuki OZAKI;Yuki YAMAKAWA;Masami UENO;Koichi HASHIGUCHI-.Description of sand-metal friction behavior based on subloading-friction model)[J].摩擦（英文）,2022(10):1660-1675
A类：
subloading,hypoelastic,terramechanics
B类：
Description,friction,behavior,model,formulated,describe,smooth,transient,variation,from,static,kinetic,recovery,after,sliding,velocity,decreases,accumulation,displacement,under,cyclic,contact,stress,In,past,relevant,studies,however,formulation,used,simulations,limited,plasticity,framework,validation,test,data,this,study,hyperelastic,adopted,fields,civil,geotechnical,agricultural,engineering,interaction,between,soils,metals,critical,reflected,construction,machinery,foundation,piles,retaining,walls,validity,describing,various,sands,verified,by,experimental,monotonic,loadings
AB值：
0.488802
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