文章介绍了浮动缸套和平均指示压力(indicated mean effective pressure,IMEP)测量方法,并针对浮动缸套法探究了传感器支座振动对测量结果的影响;采用Matlab软件分析了单自由度滞后阻尼在简谐激励下振动系统的输出力与输入力偏离程度,...文章介绍了浮动缸套和平均指示压力(indicated mean effective pressure,IMEP)测量方法,并针对浮动缸套法探究了传感器支座振动对测量结果的影响;采用Matlab软件分析了单自由度滞后阻尼在简谐激励下振动系统的输出力与输入力偏离程度,以表示测量误差大小。仿真结果表明,增加支座等效弹簧刚度与滞后阻尼系数可以降低传感器测量误差,完善浮动缸套法的测量理论,该方法对浮动缸套结构的改装提供了一定的理论指导。展开更多
A simplified approach is presented for the analysis of the settlement of vertically loaded pile groups. In order to simulate the nonlinear pile-to-pile interaction in pile groups, the soils along the piles are assumed...A simplified approach is presented for the analysis of the settlement of vertically loaded pile groups. In order to simulate the nonlinear pile-to-pile interaction in pile groups, the soils along the piles are assumed to behave as a series of nonlinear springs subjected to the shaft shear stress at the pile/soil interface. Considering the displacement reduction induced by the pile-to-pile interaction, the shear-deformation method is adopted to approximate the displacement field of the layered soils around the piles, and the equivalent stiffness of the springs is obtained. Furthermore, the load-settlement response of pile groups is deduced by modifying the load-transfer functions to account for the pile-to-pile interaction. The settlements of a laboratory pile groups computed by the presented approach are in a good agreement with measured results. The analysis on Contrastive parameters shows that the settlements of pile group decrease with the increase of the pile space and pile length, and the part of piles exceeding the critical pile length has little contribution to the beating capacity of the pile groups.展开更多
文摘文章介绍了浮动缸套和平均指示压力(indicated mean effective pressure,IMEP)测量方法,并针对浮动缸套法探究了传感器支座振动对测量结果的影响;采用Matlab软件分析了单自由度滞后阻尼在简谐激励下振动系统的输出力与输入力偏离程度,以表示测量误差大小。仿真结果表明,增加支座等效弹簧刚度与滞后阻尼系数可以降低传感器测量误差,完善浮动缸套法的测量理论,该方法对浮动缸套结构的改装提供了一定的理论指导。
基金Project(50708033) supported by the National Natural Science Foundation of ChinaProjects(200923, CXKJSF0108-2) supported by Transportation Technical Project of Hunan Province, China
文摘A simplified approach is presented for the analysis of the settlement of vertically loaded pile groups. In order to simulate the nonlinear pile-to-pile interaction in pile groups, the soils along the piles are assumed to behave as a series of nonlinear springs subjected to the shaft shear stress at the pile/soil interface. Considering the displacement reduction induced by the pile-to-pile interaction, the shear-deformation method is adopted to approximate the displacement field of the layered soils around the piles, and the equivalent stiffness of the springs is obtained. Furthermore, the load-settlement response of pile groups is deduced by modifying the load-transfer functions to account for the pile-to-pile interaction. The settlements of a laboratory pile groups computed by the presented approach are in a good agreement with measured results. The analysis on Contrastive parameters shows that the settlements of pile group decrease with the increase of the pile space and pile length, and the part of piles exceeding the critical pile length has little contribution to the beating capacity of the pile groups.
