• Smart Structures and Systems
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• 제34권1호
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• pp.17-23
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• 2024

Non-destructive methods are extensively utilized for assessing the integrity of rock bolts, with longitudinal wave speed being a crucial property for evaluating rock bolt quality. This research aims to propose a method for predicting reliable longitudinal wave velocities by leveraging various properties of the rock surrounding the rock bolt. The prediction algorithm employed is the Multilayer Neural Network (MNN), and the input properties includes elastic modulus, shear wave speed, compressive strength, compressional wave speed, mass density, porosity, and Poisson's ratio, totaling seven. The implementation of the MNN demonstrates high reliability, achieving a coefficient of determination of 0.996. To assess the impact of each input property on longitudinal wave speed, an importance score is derived using the random forest algorithm, with the elastic modulus identified as having the most significant influence. When the elastic modulus is the sole input parameter, the coefficient of determination for predicting the longitudinal wave speed is observed to be 0.967. The findings of this study underscore the reliability of selecting specific properties for predicting longitudinal wave speed and suggest that these insights can assist in identifying relevant input properties for rock bolt integrity assessments in future construction site experiments.

• 전산구조공학
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• 제8권1호
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• pp.137-146
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• 1995

본 논문에서는 최근 관심이 증대되고 있는 충격하중에 의해 시간의 흐름에 따라 형성되는 구조물의 응력분포 양상을 유한요소 해석적으로 고찰하기 위하여 동적 응력 해석 프로그램을 개발하였다. 유한요소 해석에 의하면, 종방향 응력파는 충격하중이 작용하는 방향과 동일한 방향으로 진행하며, 응력파 선단의 속도와 모양은 이론해석에 의한 결과와 같음을 알 수 있다. 또한 종파의 진행방향에 45.deg. 방향으로 전단파가 발생하여 진행함을 알 수 있으며, 전단파의 속도는 종파의 1/2이 되고, 종파보다 전단파의 강도가 큼을 알 수 있다.

• 대한기계학회논문집
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• 제18권12호
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• pp.3369-3376
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• 1994

A finite element program for elastic stress wave propagation is developed in order to investigate the shape of stress field and analysis the magnitude of stress wave intensity at time increment. Accuracy and reliance of the finite element analysis are acquired when the element size is smaller than the product of the stress wave speed and the critical value of increasing time step. In the finite element analysis and theoretical solution, the longitudinal stress wave is propagated to the similar direction of impact load, and the stress wave intensity is expressed in terms of the ratio of propagated area. The direction of shear wave is declined at an angle of 45 degrees compared with longitudinal stress wave and the speed of shear wave is half of the longitudinal stress wave.

• 비파괴검사학회지
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• 제28권1호
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• pp.40-45
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• 2008

고체의 탄성 계수를 구하기 위한 방법으로 초음파의 종파와 횡파 속도를 측정하기 위하여 기존의 접촉식 초음파 시험법 대신 수침 초음파 시험법을 사용하였다. 통상적으로 수침법에서 종파 에코만 고려하는 것과 달리 모드 변환에 의한 횡파 에코를 찾아서 횡파 속도를 측정하였다. 물질의 두께를 알 수 없어 종파와 횡파 속도를 구할 수 없는 경우에도 두 속도의 비를 이용하여 포아송비를 구할 수 있었다. 다양한 재료를 대상으로 이 방법을 적용한 결과, 속도가 빠른 재료이거나, 포아송비가 작을수록 수침법에 의해 측정한 값이 정확하여 이러한 특징을 가진 세라믹이나 고강도 재료가 이 방법을 통한 종파와 횡파 속도 측정에 적당함을 알 수 있었다.

• 한국항해학회지
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• 제8권2호
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• pp.51-70
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• 1984

In the North Pacific Ocean a lot of large waves set up in winter, affected by continued winds and swells owing to severe extratropical cyclones. Under this sea condition, if the ship is about 100,000L/T (in deadweight capacity tonnage), we can't find the danger involved in the ship at sea apparently. But when we compare the seaworthiness of ship's building strength with the stress given to the hull by waves, we can't insist that the former be more stronger than the latter. As a result, VLCC is in danger of destroying and cutting for lack of longitudinal strength in heavy weather. Up to this time, Naval Architects have actively studied the relation between ship's longitudinal strength and waves as a ship's projector; however, actually, they have never made more profound study on the problem of longitudinal strength in relation to navigation. The main puprpose of this thesis is to clarify these vivid actual states of ship's trouble unknown to ship's masters. In this thesis we picked up VLCC Pan Yard, a vessel of Pan Ocean Bulk Carrier company's, as a model ship. And in the North Pacific Ocean, we have chosen for this research the basins where the wind speed and the wave height are greater than average. The data used this thesis are quotes from the "winds and waves of the North Pacific Ocean('64-'73)", and wind speed more than 30 knots was made use of as an ocject of this study. By usinh the ITTC wave spectrum, we found out the significant waves for every 5 knots within the range of 20 knots to 45 knots of wind speed. According to this H1/1000 was calculated. The stress of ship's hull is determined by ship's speed and wave height. We compared the ship's longitudinal strength with a planned wave height by rules of several famous classification societies in the world. In the last analysis, we found out that ship's present planned strength in heavy weather is not enough. Finally we made a graph for avoiding heavy weather, with which we studied safe ship's handling in the North pacafic Ocean in winter.

• Nuclear Engineering and Technology
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• 제56권7호
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• pp.2563-2569
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• 2024

The monochromatic hyperbolic neutron density wave is conceived as a Rayleigh-like wave with mixed transverse and longitudinal components. It is proved for the first time that the absolute ratio of the longitudinal to transverse interfering components, varies, with increasing the frequency of this wave, from zero to 1. Such a limited variation is to be coined as vibrational enhancement of evolutionary one-speed neutron transport.

• 대한기계학회논문집A
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• 제39권8호
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• pp.793-799
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• 2015

막대형 금속 구조물을 통하여 전파되는 종파와 횡파의 전달 현상을 전산구조해석 모델을 이용하여 시뮬레이션 하였으며 실험 결과와 비교 분석하였다. 실험 및 해석은 막대 구조물 전체가 알루미늄인 경우 및 파동 전파 경로인 알루미늄 막대 중간 부분에 액체층을 포함한 경우 등 두 가지 조건에 대해 수행되었다. 연구 결과 해석 및 실험을 통해 구한 종파 및 횡파 전파 특성과 전파 속도가 이론치와 잘 일치하는 것을 확인하였으며, 본 연구에서 이루어진 고체-유체 경계면을 가지는 구조물을 통과하는 파동 전파 해석을 위한 전산해석 모델링 기법은 고체-유체 상호작용을 고려해야 하는 보다 복잡한 시스템에 대해서도 확장 가능하다.

• The Journal of the Acoustical Society of Korea
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• 제23권1E호
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• pp.19-23
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• 2004

This paper presents an experimental technique to generate and detect axisymmetric longitudinal waves in a pipe by using piezoelectric cylindrical transducers. Radial pulses transmitted by one transducer have propagated in two opposite directions along the pipe, and other two transducers have received the propagating waves. The difference of the transit times measured for the waves in two paths of known distance difference has yielded the phase speed of the wave propagation. Wave speed has been measured in an empty pipe and in a water-filled pipe.

• 한국해양공학회지
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• 제31권5호
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• pp.335-339
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• 2017

This study investigated the sea trial performance of a wave piercing high speed planing hull (WPH). The bow shape of the boat is sharp, and it has no chine or spray strip like a normal planing boat. The skeg is attached to the bottom of the boat in the longitudinal direction from the bow to the stern. The speed performance was analyzed as the speed dropped in a wave, and the seakeeping performance was compared with that of a planing boat with a similar velocity coefficient by measuring the vertical acceleration of the bow in the wave. The turning circle was compared with Lewandowski's estimation for a planing boat. As a result of this study, it was confirmed that the velocity drop of the developed WPH was not large in a wave, and the vertical acceleration was greatly reduced compared with that of a normal planing boat. The turning circle was somewhat larger than the estimated results for a planing boat, but the overall tendency was the same.

• Smart Structures and Systems
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• 제18권2호
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• pp.335-354
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• 2016

This contribution presents an extended one-dimensional theory for piezoelectric beam-type structures with non-ideal electrodes. For these types of electrodes the equipotential area condition is not satisfied. The main motivation of our research is originated from passive vibration control: when an elastic structure is covered by several piezoelectric patches that are linked via resistances and inductances, vibrational energy is efficiently dissipated if the electric network is properly designed. Assuming infinitely small piezoelectric patches that are connected by an infinite number of electrical, in particular resistive and inductive elements, one obtains the Telegrapher's equation for the voltage across the piezoelectric transducer. Embedding this outcome into the framework of Bernoulli-Euler, the final equations are coupled to the wave equations for the longitudinal motion of a bar and to the partial differential equations for the lateral motion of the beam. We present results for the wave propagation of a longitudinal bar for several types of electrode properties. The frequency spectra are computed (phase angle, wave number, wave speed), which point out the effect of resistive and inductive electrodes on wave characteristics. Our results show that electrical damping due to the resistivity of the electrodes is different from internal (=strain velocity dependent) or external (=velocity dependent) mechanical damping. Finally, results are presented, when the structure is excited by a harmonic single force, yielding that resistive-inductive electrodes are suitable candidates for passive vibration control that might be of great interest for practical applications in the future.