Optimization of cylindrical roller bearings(CRBs)has been performed using a robust design.It ensures that the changes in the objective function,even in the case of variations in design variables during manufacturing,h...Optimization of cylindrical roller bearings(CRBs)has been performed using a robust design.It ensures that the changes in the objective function,even in the case of variations in design variables during manufacturing,have a minimum possible value and do not exceed the upper limit of a desired range of percentage variation.Also,it checks the feasibility of design outcome in presence of manufacturing tolerances in design variables.For any rolling element bearing,a long life indicates a satisfactory performance.In the present study,the dynamic load carrying capacity C,which relates to fatigue life,has been optimized using the robust design.In roller bearings,boundary dimensions(i.e.,bearing outer diameter,bore diameter and width)are standard.Hence,the performance is mainly affected by the internal dimensions and not the bearing boundary dimensions mentioned formerly.In spite of this,besides internal dimensions and their tolerances,the tolerances in boundary dimensions have also been taken into consideration for the robust optimization.The problem has been solved with the elitist non-dominating sorting genetic algorithm(NSGA-II).Finally,for the visualization and to ensure manufacturability of CRB using obtained values,radial dimensions drawing of one of the optimized CRB has been made.To check the robustness of obtained design after optimization,a sensitivity analysis has also been carried out to find out how much the variation in the objective function will be in case of variation in optimized value of design variables.Optimized bearings have been found to have improved life as compared with standard ones.展开更多
为研究内置开孔钢板(PBL)加劲肋的宽肢钢管混凝土组合柱(W-LCFST)的轴压性能,以L形双板连接钢管混凝土组合柱(LCFST-D)的轴压试验为基础,开展了W-LCFST柱参数化分析。结果表明:添加PBL加劲肋可增强混凝土和钢板之间的相互作用,与未添加...为研究内置开孔钢板(PBL)加劲肋的宽肢钢管混凝土组合柱(W-LCFST)的轴压性能,以L形双板连接钢管混凝土组合柱(LCFST-D)的轴压试验为基础,开展了W-LCFST柱参数化分析。结果表明:添加PBL加劲肋可增强混凝土和钢板之间的相互作用,与未添加PBL加劲肋的试件相比,添加1组PBL加劲肋,承载力提高了3.8%~5%,延性系数提高了14.3%~25.7%;添加2组PBL加劲肋,承载力提高了7.9%,延性系数提高了29.2%。最后,基于Mander理论,提出了预测W-LCFST柱截面承载力的计算公式,并将预测公式计算结果、日本规范Recommendations for design and construction of concrete filled steel tubular structures(AIJ-CFT(1997))、美国规范Load and resistance factor design specification for structural steel buildings(AISC-LRFD(1999))、《矩形钢管混凝土结构技术规程》(CECS159:2004)分别与有限元结果进行了对比。结果表明:上述公式计算结果均较为保守,但所提出的预测公式计算结果更加准确,平均误差为7%。展开更多
文摘Optimization of cylindrical roller bearings(CRBs)has been performed using a robust design.It ensures that the changes in the objective function,even in the case of variations in design variables during manufacturing,have a minimum possible value and do not exceed the upper limit of a desired range of percentage variation.Also,it checks the feasibility of design outcome in presence of manufacturing tolerances in design variables.For any rolling element bearing,a long life indicates a satisfactory performance.In the present study,the dynamic load carrying capacity C,which relates to fatigue life,has been optimized using the robust design.In roller bearings,boundary dimensions(i.e.,bearing outer diameter,bore diameter and width)are standard.Hence,the performance is mainly affected by the internal dimensions and not the bearing boundary dimensions mentioned formerly.In spite of this,besides internal dimensions and their tolerances,the tolerances in boundary dimensions have also been taken into consideration for the robust optimization.The problem has been solved with the elitist non-dominating sorting genetic algorithm(NSGA-II).Finally,for the visualization and to ensure manufacturability of CRB using obtained values,radial dimensions drawing of one of the optimized CRB has been made.To check the robustness of obtained design after optimization,a sensitivity analysis has also been carried out to find out how much the variation in the objective function will be in case of variation in optimized value of design variables.Optimized bearings have been found to have improved life as compared with standard ones.
文摘为研究内置开孔钢板(PBL)加劲肋的宽肢钢管混凝土组合柱(W-LCFST)的轴压性能,以L形双板连接钢管混凝土组合柱(LCFST-D)的轴压试验为基础,开展了W-LCFST柱参数化分析。结果表明:添加PBL加劲肋可增强混凝土和钢板之间的相互作用,与未添加PBL加劲肋的试件相比,添加1组PBL加劲肋,承载力提高了3.8%~5%,延性系数提高了14.3%~25.7%;添加2组PBL加劲肋,承载力提高了7.9%,延性系数提高了29.2%。最后,基于Mander理论,提出了预测W-LCFST柱截面承载力的计算公式,并将预测公式计算结果、日本规范Recommendations for design and construction of concrete filled steel tubular structures(AIJ-CFT(1997))、美国规范Load and resistance factor design specification for structural steel buildings(AISC-LRFD(1999))、《矩形钢管混凝土结构技术规程》(CECS159:2004)分别与有限元结果进行了对比。结果表明:上述公式计算结果均较为保守,但所提出的预测公式计算结果更加准确,平均误差为7%。
