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Light weight analysis of a skeleton vehicle frame using BS960 super-high-strength steel 被引量:1
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作者 HAO Xin WANG Yong CAI Zheng 《Baosteel Technical Research》 CAS 2016年第2期40-44,共5页
Static strength finite element analysis was conducted to decrease the weight of a skeleton vehicle's frame. Results indicated that the maximum stress occurs on the front beam 's variable section area. Dynamic sensit... Static strength finite element analysis was conducted to decrease the weight of a skeleton vehicle's frame. Results indicated that the maximum stress occurs on the front beam 's variable section area. Dynamic sensitivity analysis elucidated the relationship between the maximum stress and the thickness of a particular beam,e. g.,top,middle,and bottom beam. Displacement was analyzed by the key part that influenced the maximum stress. Finally,the new plan using BS960 super-high-strength beam steel and the preferred beam thickness was compared with the original plan. New combinations of beam thickness were introduced on the basis of different purposes; the maximum responding light w eight ratio was 21%. 展开更多
关键词 skeleton vehicle frame finite element analysis dynamic sensitivity analysis BS960 super-high-strength beam steel light weight
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Investigation of Micro-mechanical Response of Asphalt Mixtures by a Three-dimensional Discrete Element Model 被引量:1
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作者 侯曙光 ZHANG Dong +1 位作者 HUANG Xiaoming ZHAO Yongli 《Journal of Wuhan University of Technology(Materials Science)》 SCIE EI CAS 2015年第2期338-343,共6页
The micro-mechanical response of asphalt mixtures was studied using the discrete element method. The discrete element sample of stone mastic asphalt was generated first and the vehicle load was applied to the sample. ... The micro-mechanical response of asphalt mixtures was studied using the discrete element method. The discrete element sample of stone mastic asphalt was generated first and the vehicle load was applied to the sample. A user-written program was coded with the FISH language in PFC3 D to extract the contact forces within the sample and the displacements of the particles. Then, the contact forces within the whole sample, in asphalt mastic, in coarse aggregates and between asphalt mastic and coarse aggregates were investigated. Finally, the movement of the particles in the sample was analyzed. The sample was divided into 15 areas and a figure was drawn to show how the balls move in each area according to the displacements of the balls in each area. The displacements of asphalt mastic balls and coarse aggregates were also analyzed. The experimental results explain how the asphalt mixture bears vehicle load and the potential reasons why the rutting forms from a micro-mechanical view. 展开更多
关键词 asphalt mixture discrete element method micro-mechanical response vehicle load contact force displacement
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