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短延迟串联传统与改良碎石机冲击波增强肾结石破碎:数值分析

Enhanced kidney stone fragmentation by short delay tandem conventional and modified lithotriptor shock waves: a numerical analysis.

作者信息

Tham Leung-Mun, Lee Heow Pueh, Lu Chun

机构信息

Institute of High Performance Computing, Singapore.

出版信息

J Urol. 2007 Jul;178(1):314-9. doi: 10.1016/j.juro.2007.03.009. Epub 2007 May 17.

Abstract

PURPOSE

We evaluated the effectiveness of modified lithotriptor shock waves using computer models.

MATERIALS AND METHODS

Finite element models were used to simulate the propagation of lithotriptor shock waves in human renal calculi in vivo. Kidney stones were assumed to be spherical, homogeneous, isotropic and linearly elastic, and immersed in a continuum fluid. Single and tandem shock wave pulses modified to intensify the collapse of cavitation bubbles near the stone surface to increase fragmentation efficiency and suppress the expansion of intraluminal bubbles for decreased vascular injury were analyzed. The effectiveness of the modified shock waves was assessed by comparing the states of loading in the renal calculi induced by these shock waves to those produced by conventional shock waves.

RESULTS

Our numerical simulations revealed that modified shock waves produced marginally lower stresses in spherical renal calculi than those produced by conventional shock waves. Tandem pulses of conventional or modified shock waves produced peak stresses in the front and back halves of the renal calculi. However, the single shock wave pulses generated significant peak stresses in only the back halves of the renal calculi.

CONCLUSIONS

Our numerical simulations suggest that for direct stress wave induced fragmentation modified shock waves should be as effective as conventional shock waves for fragmenting kidney stones. Also, with a small interval of 20 microseconds between the pulses tandem pulse lithotripsy using modified or conventional shock waves could be considerably more effective than single pulse lithotripsy for fragmenting kidney stones.

摘要

目的

我们使用计算机模型评估了改良碎石机冲击波的有效性。

材料与方法

采用有限元模型模拟碎石机冲击波在人体体内肾结石中的传播。假设肾结石为球形、均匀、各向同性且呈线弹性,并浸没在连续流体中。分析了经改良的单波和串联冲击波脉冲,以增强结石表面附近空化泡的塌陷,从而提高破碎效率,并抑制腔内气泡的膨胀,以减少血管损伤。通过比较这些冲击波在肾结石中产生的加载状态与传统冲击波产生的加载状态,评估改良冲击波的有效性。

结果

我们的数值模拟表明,改良冲击波在球形肾结石中产生的应力略低于传统冲击波产生的应力。传统或改良冲击波的串联脉冲在肾结石的前半部分和后半部分产生峰值应力。然而,单冲击波脉冲仅在肾结石的后半部分产生显著的峰值应力。

结论

我们的数值模拟表明,对于直接应力波诱导的破碎,改良冲击波在破碎肾结石方面应与传统冲击波一样有效。此外,在脉冲之间间隔20微秒的小间隔时,使用改良或传统冲击波的串联脉冲碎石术在破碎肾结石方面可能比单脉冲碎石术有效得多。

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