The Burton-Miller boundary integral formulation is solved by a complex variable boundary element-free method(CVBEFM)for the boundary-only meshless analysis of acoustic problems with arbitrary wavenumbers.To regularize...The Burton-Miller boundary integral formulation is solved by a complex variable boundary element-free method(CVBEFM)for the boundary-only meshless analysis of acoustic problems with arbitrary wavenumbers.To regularize both strongly singular and hypersingular integrals and to avoid the computation of the solid angle and its normal derivative,a weakly singular Burton-Miller formulation is derived by considering the normal derivative of the solid angle and adopting the singularity subtraction procedures.To facilitate the implementation of the CVBEFM and the approximation of gradients of the boundary variables,a stabilized complex variable moving least-square approximation is selected in the meshless discretization procedure.The results show the accuracy and efficiency of the present CVBEFM and reveal that the method can produce satisfactory results for all wavenumbers,even for extremely large wavenumbers such as k=10000.展开更多
为实现基于振动传递比函数的工作模态分析方法能够在任一荷载工况下识别结构模态参数,引入参考响应思路,构建响应功率谱传递比(Power Spectral Density Transmissibility, PSDT)函数。首先利用比例函数的极限定理,揭示PSDT在系统极点处...为实现基于振动传递比函数的工作模态分析方法能够在任一荷载工况下识别结构模态参数,引入参考响应思路,构建响应功率谱传递比(Power Spectral Density Transmissibility, PSDT)函数。首先利用比例函数的极限定理,揭示PSDT在系统极点处的重要特性,进而根据这一特性建立PSDT驱动的峰值法;同时为解决传统传递比方法无法识别结构阻尼的问题,建立基于PSDT驱动的最小二乘复频域法(LSCF),通过参数化拟合思路识别频率、振型和阻尼比,并运用稳定图辅助剔除虚假模态。通过10层剪切型框架结构数值算例,对比研究外部激励性质对PSDT法及传统频域法(峰值法、频域分解法)识别结果的影响。最后,运用PSDT法对环境激励下的人行桥进行工作模态分析,并与传统响应传递比方法及随机子空间法(SSI)结果进行对比。研究结果表明:在同一工况下不同参考响应的PSDT函数在系统极点与外部激励性质无关,且等价于振型比值;PSDT法相比于传统频域法对外部激励具有更为良好的鲁棒性,能够降低识别谐波激励引起的虚假模态的风险;不同于传统响应传递比方法,在任一工况下基于PSDT法能够识别人行桥的包括阻尼比在内的工作模态参数,并产生更为清晰的峰值和稳定图,具有更好的可操作性;该方法识别结果与SSI结果吻合较好,验证了其在任一荷载工况下分析实际桥梁结构工作模态特性的可行性。展开更多
基金Project supported by the National Natural Science Foundation of China(No.11971085)the Innovation Research Group Project in Universities of Chongqing of China(No.CXQT19018)+1 种基金the Science and Technology Research Program of Chongqing Municipal Education Commission of China(No.KJZD-M201800501)and the Science and Technology Research Program of Chongqing University of Education of China(No.KY201927C)。
文摘The Burton-Miller boundary integral formulation is solved by a complex variable boundary element-free method(CVBEFM)for the boundary-only meshless analysis of acoustic problems with arbitrary wavenumbers.To regularize both strongly singular and hypersingular integrals and to avoid the computation of the solid angle and its normal derivative,a weakly singular Burton-Miller formulation is derived by considering the normal derivative of the solid angle and adopting the singularity subtraction procedures.To facilitate the implementation of the CVBEFM and the approximation of gradients of the boundary variables,a stabilized complex variable moving least-square approximation is selected in the meshless discretization procedure.The results show the accuracy and efficiency of the present CVBEFM and reveal that the method can produce satisfactory results for all wavenumbers,even for extremely large wavenumbers such as k=10000.
文摘为实现基于振动传递比函数的工作模态分析方法能够在任一荷载工况下识别结构模态参数,引入参考响应思路,构建响应功率谱传递比(Power Spectral Density Transmissibility, PSDT)函数。首先利用比例函数的极限定理,揭示PSDT在系统极点处的重要特性,进而根据这一特性建立PSDT驱动的峰值法;同时为解决传统传递比方法无法识别结构阻尼的问题,建立基于PSDT驱动的最小二乘复频域法(LSCF),通过参数化拟合思路识别频率、振型和阻尼比,并运用稳定图辅助剔除虚假模态。通过10层剪切型框架结构数值算例,对比研究外部激励性质对PSDT法及传统频域法(峰值法、频域分解法)识别结果的影响。最后,运用PSDT法对环境激励下的人行桥进行工作模态分析,并与传统响应传递比方法及随机子空间法(SSI)结果进行对比。研究结果表明:在同一工况下不同参考响应的PSDT函数在系统极点与外部激励性质无关,且等价于振型比值;PSDT法相比于传统频域法对外部激励具有更为良好的鲁棒性,能够降低识别谐波激励引起的虚假模态的风险;不同于传统响应传递比方法,在任一工况下基于PSDT法能够识别人行桥的包括阻尼比在内的工作模态参数,并产生更为清晰的峰值和稳定图,具有更好的可操作性;该方法识别结果与SSI结果吻合较好,验证了其在任一荷载工况下分析实际桥梁结构工作模态特性的可行性。