• Structural Engineering and Mechanics
• /
• 제83권3호
• /
• pp.377-386
• /
• 2022

This paper considers dynamic impedance functions and presents a detailed analysis of the soil plasticity influence on the pile-group foundation dynamic response. A three-dimensional finite element model is proposed, and a calculation method considering the time domain is detailed for the nonlinear dynamic impedance functions. The soil mass is modeled as continuum elastoplastic solid using the Mohr-Coulomb shear failure criterion. The piles are modeled as continuum solids and the slab as a structural plate-type element. Quiet boundaries are implemented to avoid wave reflection on the boundaries. The model and method of analysis are validated by comparison with those published on literature. Numerical results are presented in terms of horizontal and vertical nonlinear dynamic impedances as a function of the shear soil parameters (cohesion and internal friction angle), pile spacing ratio and frequencies of the dynamic signal.

• Structural Engineering and Mechanics
• /
• 제57권4호
• /
• pp.703-716
• /
• 2016

In this paper, we have investigated shear horizontal wave propagation in a layered structure, consisting of granular macromorphic rock (Dionysos Marble) substrate underlying a viscoelastic layer of finite thickness. SH waves characteristics are affected by the material properties of both substrate and the coating. The effects of microstructural parameter "characteristic length" of the substrate, along with heterogeneity, internal friction and thickness of viscoelastic layer are studied on the dispersion curves. Dispersion equation for SH wave is derived. Real and damping phase velocities of SH waves are studied against dimensionless wave number, for different combinations of various parameters involved in the problem.

• 지구물리와물리탐사
• /
• 제2권4호
• /
• pp.209-214
• /
• 1999

트렌치를 이용하여 다성분 탄성파 탐사에 필요한 횡파를 발생시키는 현장 실험을 2개소에서 실시하였다. 실험결과 1개소에서는 트렌치 연장 방향에 직각 방향으로 양호하게 분극된 횡파를 얻을 수 있었으며 다른 한 곳에서는 횡파 생성에 실패하였다. 시추공 내에 설치한 3성분 지오폰 기록을 필터링, 에너지 balancing, 수평 및 수직 성분 자료의 가$\cdot$감산 등 전처리 과정을 거쳐 P파와 S파를 분리하였고, S파의 직접파 이벤트를 분석하여 매질의 이방성을 관측할 수 있었다. 분석결과에 의하면 $SH_{max}$ 방향이 남북 방향이었으며 이는 시추코어에서 관찰된 파쇄대 절리 방향과 같다는 사실을 확인하였다.

• 비파괴검사학회지
• /
• 제34권2호
• /
• pp.165-170
• /
• 2014

수평횡파(SH-wave)는 배관과 같은 박판 구조물에서 판파 모드로 전파하고 분산성이 단순하여 구조물의 건전성 평가에 유용하다. 전자기초음파탐촉자(EMAT)는 비접촉식으로 자석과 코일 배열을 조절하여 수평횡파를 발생하기 용이하다. 따라서 수평횡파 전자기초음파탐촉자(SH-EMAT)를 이용한 자동화 검사 시스템은 박판 구조물 건전성 감시에 매우 유용하다. 하지만 발전설비 또는 자동화 장비 등에서는 전자기노이즈가 상당히 많이 발생하고 EMAT 수신 센서는 전자기노이즈에 취약한 면이 있다. 광섬유 센서는 빛을 이용하여 전자기노이즈 환경에서 매우 유용하게 활용될 수 있다. 본 연구에서는 이러한 환경적 제약을 고려하여 광섬유 패브리-페롯 간섭계(FFPI)를 SH-EMAT으로 발생되는 초음파의 수신용 센서로 제안하였다. 평판시험편에서 SH-EMAT의 신호를 FFPI 센서를 이용하여 수신하고 이 신호에 대한 분석을 하였다. 제안된 FFPI 센서가 EMAT으로 가진된 SH wave의 신호를 명료하게 수신할 수 있음을 확인하였다.

• 비파괴검사학회지
• /
• 제31권3호
• /
• pp.278-286
• /
• 2011

The on-line monitoring for the wall thinning in secondary system has been considered one of main issues for the safety of nuclear power plants. To establish the on-line monitoring technique for the pipe wall thinning, the development of the ultrasonic transducer working in high-temperature is very important. In this investigation, the magnetostrictive transducer is concerned for high temperature condition up to $300^{\circ}C$. The magnetostrictive transducer has many advantages such as high working temperature, durability, cost-effectiveness, and shear waves, most of all. A thin Fe-Co alloy patch whose Curie temperature is over $900^{\circ}C$ was employed as a ferromagnetic material for magnetostriction. Wave transduction experiments in various temperature were carried out and the effect of bias magnets was considered together with the dry coupling performance of the transducer. From experimental results, consequently, it was found that the magnetostrictive transducer works stable even in high temperature up to $300^{\circ}C$ and can be a promising method for the on-line monitoring of the wall thinning in nuclear power plants.

• 한국지반공학회:학술대회논문집
• /
• 한국지반공학회 2008년도 춘계 학술발표회 초청강연 및 논문집
• /
• pp.142-152
• /
• 2008

SPT-Uphole method was introduced for the evaluation of near subsurface shear wave velocity (Vs) profile. In SPT-Uphole method, SPT (Standard Penetration Test) which is common in geotechnical site investigation was used as a source and several surface geophones in line were used as receivers. 1D shearwave velocity profile can be obtained in the manner of downhole method, Vs distribution map which is the triangular shape around the boring point can be developed by tomography inversion. To obtain the exact travel time information of shear wave component, a procedure using the magnitude summation of vertical and horizontal components was used based on the evaluation of particle motion at the surface. It was verified that proposed method could give reliable Vs distribution map through the numerical study using the FEM (Finite Element Method) model. Finally, SPT-Uphole method was performed and the feasibility of proposed method was verified in the field.

• Journal of Advanced Research in Ocean Engineering
• /
• 제2권3호
• /
• pp.99-111
• /
• 2016

Seabed affected by scouring, sedimentation, and siltation occurrences often cause exposure, which induces risks to existing structures or crude oil or gas pipeline buried subsea. In order to prevent possible risks, more economical structure installation methodology is proposed in this study by predicting and managing the risk. Also, the seabed does not only consist of sandy material, but clayey soil is also widespread, and the effect of undrained shear strength should be considered, and by cyclic environmental load, pore water pressure will occur in the seabed, which reduces shear strength and allows particles to move easily. Based on previous research regarding sedimentation or erosion, the average value of external environmental loads should be applied; for scouring, a 100-year period of environmental conditions should be applied. Also, sedimentation and erosion are mainly categorized by the bed load and suspended load; also, they are calculated as the sum of bed load and suspended load, which can be obtained from the movement of particles caused by sedimentation or erosion.

• Ocean Systems Engineering
• /
• 제7권4호
• /
• pp.413-433
• /
• 2017

The dynamic and structural responses of a 1000-m long circular submerged floating tunnel (SFT) with both ends fixed under survival irregular-wave excitations are investigated. The floater-mooring nonlinear and elastic coupled dynamics are modeled by a time-domain numerical simulation program, OrcaFlex. Two configurations of mooring lines i.e., vertical mooring (VM) and inclined mooring (IM), and four different buoyancy-weight ratios (BWRs) are selected to compare their global performances. The result of modal analysis is included to investigate the role of the respective natural frequencies and elastic modes. The effects of various submergence depths are also checked. The envelopes of the maximum/minimum horizontal and vertical responses, accelerations, mooring tensions, and shear forces/bending moments of the entire SFT along the longitudinal direction are obtained. In addition, at the mid-section, the time series and the corresponding spectra of those parameters are also presented and analyzed. The pros and cons of the two mooring shapes and high or low BWR values are systematically analyzed and discussed. It is demonstrated that the time-domain numerical simulation of the real system including nonlinear hydro-elastic dynamics coupled with nonlinear mooring dynamics is a good method to determine various design parameters.

• 대한조선학회논문집
• /
• 제41권4호
• /
• pp.45-52
• /
• 2004

Exact solution on the anti-symmetric response of ships having uniform sectional properties in waves is derived. Boundary value problem consisted of Timoshenko beam equation and free-free end condition is solved analytically. The responses are assumed as linear and wave loads are calculated by using strip method. Horizontal bending moment, shear force and torsional moment are calculated. The developed analysis model is used for the benchmark test of the numerical codes in this problem. Also the application on the preliminary design of barge-like ships and VLFS (Very Large Floating Structure) is expected

• 한국지반공학회논문집
• /
• 제21권4호
• /
• pp.71-81
• /
• 2005

지반의 표면에서 비파괴적으로 지반의 구조나 하부강성을 구하는 표면파 기법의 초기형태는 2차원 평면파의 측정과 해석에 기반을 두었으나, 이후 3차원 입체파에 기반을 두는 형태로 발전하였다. 그러나 체적파의 간섭, 근접장 효과, 표면파 측정해상도의 한계 등으로 인하여 3차원 입체파의 활용은 제한적이었고, 측정 지반을 대표하는 1차원 평가에 국한되었다. 본 연구에서는 SASW 시험의 수치모델링을 통하여 수직 레일레이파, 수평 레일레이파, 러브파 등의 표면파 전파 특성을 3차원 영역에서 심도있게 고찰하였으며, 표면파의 근접장 효과를 최소화하기 위한 새로운 필터조건을 정립하였고, 결과적으로 CAP(common-array-profiling)-SASW라는 기법이라고 하는 개선된 표면파 기법을 제안하게 되었다. CAP-SASW 기법의 적용으로 인하여 좁은 폭의 지반단면에 대한 전단파 속도 주상도 평가가 가능하게 되었고, 지반 단면에 대한 2차원 지반강성 평가도 가능하게 되었다. 본 연구에서 제안한 기법의 검증을 위하여 자연 지반을 대상으로 하여 CAP-SASW 시험, 기존 SASW 시험, 다운홀 시험 등을 수행하여 획득된 전단파 주상도를 비교하였다.