为了提高效率、降低噪声,螺旋桨设计需要在精确的性能预报基础上,平衡不同参数对设计目标带来的影响。本文以面元法为主要手段预报CLT桨的水动力性能,并引入噪声模型进行噪声预报。整个过程以4叶CLT (Contracted and Loaded Tip)桨—P1...为了提高效率、降低噪声,螺旋桨设计需要在精确的性能预报基础上,平衡不同参数对设计目标带来的影响。本文以面元法为主要手段预报CLT桨的水动力性能,并引入噪声模型进行噪声预报。整个过程以4叶CLT (Contracted and Loaded Tip)桨—P1727桨为母型桨,在螺距比为原桨螺距比0.9~1.2倍范围内,考虑3叶、4叶、5叶三种叶数形式,最终计算100个设计桨案例的水动力性能和噪声性能。设计桨最终满足某中型船的推力要求,并寻找螺旋桨最小叶尖涡流噪声-最大效率解集。计算结果表明,在固定推力值的情况下,螺旋桨叶数与噪声成反比趋势,效率与噪声性能受螺距比影响,并呈现出一定的规律性。对于高效桨P1727而言,改变螺距比与叶数会使效率与噪声存在一定的平衡范围,可以应对不同的设计要求。展开更多
The mechanical behaviors of the interface between coarse-grained soil and concrete were investigated by simple shear tests under condition of mixed soil slurry (bentonite mixed with cement grout).For comparison,the in...The mechanical behaviors of the interface between coarse-grained soil and concrete were investigated by simple shear tests under condition of mixed soil slurry (bentonite mixed with cement grout).For comparison,the interfaces both without slurry and with bentonite slurry were analyzed.The experimental results show that different slurries exert much influence on the strength and deformation of soil/structure interface.Under mixed soil slurry,strain softening and shear dilatation are observed,while shear dilatation appears under the small normal stress of the interface without slurry,and shear contraction is significant under the condition of the bentonite slurry.The thickness of the interface was determined by analyzing the disturbed height of the sample with both simple shear test and particle flow code (PFC).An elasto-plastic constitutive model incorporating strain softening and dilatancy for thin layer element of interface was formulated in the framework of generalized potential theory.The relation curves of shear stress and shear strain,as well as the relation curves of normal strain and shear strain,were fitted by a piecewise function composed by hyperbolic functions and resembling normal functions.The entire model parameters can be identified by tests.The new model is verified by comparing the measured data of indoor cut-off wall model tests with the predictions from finite element method (FEM).The FEM results indicate that the stress of wall calculated by using Goodman element is too large,and the maximum deviation between the test data and prediction is about 45%.While the prediction from the proposed model is close to the measured data,and the error is generally less than 10%.展开更多
文摘为了提高效率、降低噪声,螺旋桨设计需要在精确的性能预报基础上,平衡不同参数对设计目标带来的影响。本文以面元法为主要手段预报CLT桨的水动力性能,并引入噪声模型进行噪声预报。整个过程以4叶CLT (Contracted and Loaded Tip)桨—P1727桨为母型桨,在螺距比为原桨螺距比0.9~1.2倍范围内,考虑3叶、4叶、5叶三种叶数形式,最终计算100个设计桨案例的水动力性能和噪声性能。设计桨最终满足某中型船的推力要求,并寻找螺旋桨最小叶尖涡流噪声-最大效率解集。计算结果表明,在固定推力值的情况下,螺旋桨叶数与噪声成反比趋势,效率与噪声性能受螺距比影响,并呈现出一定的规律性。对于高效桨P1727而言,改变螺距比与叶数会使效率与噪声存在一定的平衡范围,可以应对不同的设计要求。
基金Project(20110094110002) supported by the Specialized Research Fund for the Doctoral Program of Higher Education of ChinaProject(200801014) supported by the Ministry of Water Resources of ChinaProject(50825901) supported by the National Natural Science Foundation of China
文摘The mechanical behaviors of the interface between coarse-grained soil and concrete were investigated by simple shear tests under condition of mixed soil slurry (bentonite mixed with cement grout).For comparison,the interfaces both without slurry and with bentonite slurry were analyzed.The experimental results show that different slurries exert much influence on the strength and deformation of soil/structure interface.Under mixed soil slurry,strain softening and shear dilatation are observed,while shear dilatation appears under the small normal stress of the interface without slurry,and shear contraction is significant under the condition of the bentonite slurry.The thickness of the interface was determined by analyzing the disturbed height of the sample with both simple shear test and particle flow code (PFC).An elasto-plastic constitutive model incorporating strain softening and dilatancy for thin layer element of interface was formulated in the framework of generalized potential theory.The relation curves of shear stress and shear strain,as well as the relation curves of normal strain and shear strain,were fitted by a piecewise function composed by hyperbolic functions and resembling normal functions.The entire model parameters can be identified by tests.The new model is verified by comparing the measured data of indoor cut-off wall model tests with the predictions from finite element method (FEM).The FEM results indicate that the stress of wall calculated by using Goodman element is too large,and the maximum deviation between the test data and prediction is about 45%.While the prediction from the proposed model is close to the measured data,and the error is generally less than 10%.
