• Smart Structures and Systems
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• 제17권6호
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• pp.1107-1127
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• 2016

Studies on dynamic characteristics of the hanger vibration using field monitoring data are important for the design and evaluation of high-speed railway truss arch bridges. This paper presents an analysis of the hanger's dynamic displacement responses based on field monitoring of Dashengguan Yangtze River Bridge, which is a high-speed railway truss arch bridge with the longest span throughout the world. The three vibration parameters, i.e., dynamic displacement amplitude, dynamic load factor and vibration amplitude, are selected to investigate the hanger's vibration characteristics in each railway load case including the probability statistical characteristics and coupled vibration characteristics. The influences of carriageway and carriage number on the hanger's vibration characteristics are further investigated. The results indicate that: (1) All the eight railway load cases can be successfully identified according to the relationship of responses from strain sensors and accelerometers in the structural health monitoring system. (2) The hanger's three vibration parameters in each load case in the longitudinal and transverse directions have obvious probabilistic characteristics. However, they fall into different distribution functions. (3) There is good correlation between the hanger's longitudinal/transverse dynamic displacement and the main girder's transverse dynamic displacement in each load case, and their relationships are shown in the hysteresis curves. (4) Influences of the carriageway and carriage number on the hanger's three parameters are different in both longitudinal and transverse directions; while the influence on any of the three parameters presents an obvious statistical trend. The present paper lays a good foundation for the further analysis of train-induced hanger vibration and control.

• Steel and Composite Structures
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• 제27권4호
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• pp.495-508
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• 2018

In this paper, cyclic loading tests on composite frame inner joints of steel-reinforced recycled concrete (SRRC) column-steel beam were conducted. The main objective of the test was to obtain the shear behavior and analyze the shear strength of the joints. The main design parameters in the test were recycled coarse aggregate (RCA) replacement percentage and axial compression ratio. The failure process, failure modes, hysteresis curves and strain characteristics of the joints were obtained, and the influences of design parameters on the shear strength of the joints have been also analysed in detail. Results show that the failure modes of the joints area are typical shear failure. The shear bearing capacity of the joints maximally decreased by 10.07% with the increase in the RCA replacement percentage, whereas the shear bearing capacity of the joints maximally increased by 16.6% with the increase in the axial compression ratio. A specific strain analysis suggests that the shear bearing capacity of the joints was mainly provided by the three shear elements of the recycled aggregate concrete (RAC) diagonal compression strut, steel webs and stirrups of the joint area. According to the shear mechanism and test results, the calculation formulas of the shear bearing capacity of the three main shear elements were deduced separately. Thus, the calculation model of the shear bearing capacity of the composite joints considering the adverse effects of the RCA replacement percentage was established through a superposition method. The calculated values of shear strength based on the calculation model were in good agreement with the test values. It indicates that the calculation method in this study can reasonably predict the shear bearing capacity of the composite frame inner joints of SRRC column-steel beam.

• 한국자기학회지
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• 제24권2호
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• pp.56-59
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• 2014

$Ba_2CoZnFe_{12}O_{22}$ 시료를 습식분쇄로 이용한 직접 합성법을 사용하였으며, 소결 조건의 변화에 따른 시료 제조후, x-선 회절기(XRD), 진동시료형 자화율측정기(VSM), 회로망 분석기, 그리고 뫼스바우어 분광기 측정을 이용하여 결정학적 및 자기적 특성을 연구하였다. X-선 회절 실험을 통해 Y-type hexaferrite가 주상임을 알 수 있었고, 소결 온도가 증가할수록 밀도가 증가하였다. 상온에서 10 kOe까지의 자화이력곡선 측정 결과, 포화 자화 값는 모든 시료가 약 33 emu/g으로 비슷한 값이 나왔으며, 보자력은 소결 온도가 증가할수록 감소하였다. 회로망 분석기를 통해 100 MHz부터 4 GHz까지 투자율과 유전율을 측정하였다. 그 결과, 소결 온도가 증가할수록 투자율과 tan ${\delta}_{\mu}$는 감소하였다.

• 한국전기전자재료학회:학술대회논문집
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• 한국전기전자재료학회 2001년도 추계학술대회 논문집
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• pp.21-25
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• 2001

In this study, recovery of plasma etching damage in PZT thin film with additive gas and re-annealing after etching have been investigated. The PZT thin films were etched as a function of Cl$_2$/CF$_4$ with addition of Ar and $O_2$ with inductively induced plasma. The etch rates of PZT thin films were 1450$\AA$/min at 30% additive Ar into (Cl$_2$(80%)+CF$_4$ (20%)) and 1100$\AA$/min at 10% additive $O_2$ into C(Cl$_2$(80%)+CF$_4$ (20%)). In order to recovery properties of PZT thin films after etching, the etched PZT thin films were re-annealed at various temperatures in at $O_2$ atmosphere. From the hysteresis curves, ferroelectrical properties are improved by $O_2$ re-annealing process. The improvement of ferroelectric behavior at annealed sample is consistent with the increase of the (100) and (200) PZT peaks revealed by x-ray diffraction (XRD). From x-ray photoelectron spectroscopy (XPS) analysis, intensity of Pb-O, Zr-O and Ti-O peak are increased and the chemical residue peak is reduced by $O_2$ re-annealing. The ferroelectric behavior consistent with the dielectric nature of Ti$_{x}$O$_{y}$ is recovered by $O_2$ recombination during rapid thermal annealing process.s.s.

• Wind and Structures
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• 제27권6호
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• pp.381-397
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• 2018

Nonlinear behavior in fluid-structure interaction (FSI) of bridge decks becomes increasingly significant for modern bridges with increasing spans, larger flexibility and new aerodynamic deck configurations. Better understanding of the nonlinear aeroelasticity of bridge decks and further development of reduced-order nonlinear models for the aeroelastic forces become necessary. In this paper, the amplitude-dependent and neutral angle dependent nonlinearities of the motion-induced loads are further highlighted by series of computational fluid dynamics (CFD) simulations. An effort has been made to investigate a semi-analytical time-domain model of the nonlinear motion induced loads on the deck, which enables nonlinear time domain simulations of the aeroelastic responses of the bridge deck. First, the computational schemes used here are validated through theoretically well-known cases. Then, static aerodynamic coefficients of the Great Belt East Bridge (GBEB) cross section are evaluated at various angles of attack, leading to the so-called nonlinear backbone curves. Flutter derivatives of the bridge are identified by CFD simulations using forced harmonic motion of the cross-section with various frequencies. By varying the amplitude of the forced motion, it is observed that the identified flutter derivatives are amplitude-dependent, especially for $A^*_2$ and $H^*_2$ parameters. Another nonlinear feature is observed from the change of hysteresis loop (between angle of attack and lift/moment) when the neutral angles of the cross-section are changed. Based on the CFD results, a semi-analytical time-domain model for describing the nonlinear motion-induced loads is proposed and calibrated. This model is based on accounting for the delay effect with respect to the nonlinear backbone curve and is established in the state-space form. Reasonable agreement between the results from the semi-analytical model and CFD demonstrates the potential application of the proposed model for nonlinear aeroelastic analysis of bridge decks.

• Composites Research
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• 제34권4호
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• pp.226-232
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• 2021

본 논문에서는 전개장치용 복합재료 테이프 스프링 개발을 위해 테이프 스프링의 설계, 해석, 제작 및 기계적 특성을 검토하였다. 이를 위해 다양한 복합재료 소재를 선정하고 3개의 적층 패턴에 따라 제작하여 굽힘 시 파손여부를 구조해석과 실험적으로 검토하였다. 이중 파손이 발생하지 않고 잘 굽혀지는 소재와 적층 패턴을 선정하였다. 이렇게 확보된 정보를 이용해 전개구조물용 테이프 스프링을 개발하고 4점 굽힘 시험을 통해 구조적인 특성을 검토하였다. 시험 결과로부터 굽힘과 펴짐에 따라 모멘트-회전 곡선에서 테이프 스프링 고유의 비선형 히스테리시스 현상이 적절히 구현됨을 확인하였다. 따라서 복합재료 테이프 스프링이 적절히 개발된 것을 확인하였다.

• Steel and Composite Structures
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• 제42권4호
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• pp.539-552
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• 2022

Concentrically braced frames (CBFs) possess high stiffness and strength against lateral loads; however, they suffer from low energy absorption capacity against seismic loads due to the susceptibility of CBF diagonal elements to bucking under compression loading. To address this problem, in this study, an innovative damper was proposed and investigated experimentally and numerically. The proposed damper comprises main plates and includes a flange plate angled at θ and a trapezius-shaped web plate surrounded by the plate at the top and bottom sections. To investigate the damper behaviour, dampers with θ = 0°, 30°, 45°, 60°, and 90° were evaluated with different flange plate thicknesses of 10, 15, 20, 25 and 30 mm. Dampers with θ = 0° and 90° create rectangular-shaped and I-shaped shear links, respectively. The results indicate that the damper with θ = 30° exhibits better performance in terms of ultimate strength, stiffness, overstrength, and distribution stress over the damper as compared to dampers with other angles. The hysteresis curves of the dampers confirm that the proposed damper acts as a ductile fuse. Furthermore, the web and flange plates contribute to the shear resistance, with the flange carrying approximately 80% and 10% of the shear force for dampers with θ = 30° and 90°, respectively. Moreover, dampers that have a larger flange-plate shear strength than the shear strength of the web exhibit behaviours in linear and nonlinear zones. In addition, the over-strength obtained for the damper was greater than 1.5 (proposed by AISC for shear links). Relevant relationships are determined to predict and design the damper and the elements outside it.

• 한국지반공학회논문집
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• 제39권5호
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• pp.13-26
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• 2023

불포화토의 함수특성곡선은 산사태 평가와 토석류 분석에 매우 중요한 요소이다. 본 연구에서는 현장에 적합한 모관흡수력을 통해 산사태 취약성을 분석하기 위하여 함수특성곡선과 체적변형을 고려한 수축시험을 수행하였다. 실험에 사용된 시료는 국내에 분포하는 세립분이 다량함유된 SM계열 화강 풍화토이며, 산사태 해석 시 사용된 강수량의 경우 실측된 데이터를 사용하였다. 실내실험 시 측정된 함수특성곡선은 건조과정에서 발생 된 곡선이며, 체적변형 확인할 수 있는 수축시험을 통하여 습윤과정에서 발생되는 곡선을 재 산정하여 산사태 취약성 분석을 하였다. 본 연구결과 습윤곡선의 안전율이 건조곡선의 안전율보다 낮게 나타남을 알 수 있었으며 그 결과 현장 사면지반의 체적변형을 고려한 모관흡수력 산정이 필요함을 확인 하였다.

• Earthquakes and Structures
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• 제26권1호
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• pp.77-86
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• 2024

To investigate the seismic performance of steel pipe-aeolian sand recycled concrete columns, this study designed and produced five specimens. Low-cycle repeated load tests were conducted while maintaining a constant axial compression ratio. The experiment aimed to examine the impact of different aeolian sand replacement rates on the seismic performance of these columns. The test results revealed that the mechanical failure modes of the steel pipe-recycled concrete column and the steel pipe-aeolian sand recycled concrete column were similar. Plastic hinges formed and developed at the column foot, and severe local buckling occurred at the bottom of the steel pipe. Interestingly, the bulging height of the damaged steel pipe was reduced for the specimen mixed with an appropriate amount of wind-deposited sand under the same lateral displacement. The hysteresis curves of all five specimens tested were relatively full, with no significant pinching phenomenon observed. Moreover, compared to steel tube-recycled concrete columns, the steel tube-aeolian sand recycled concrete columns exhibited improved seismic energy dissipation capacity and ductility. However, it was noted that as the aeolian sand replacement rate increased, the bearing capacity of the specimen increased first and then decreased. The seismic performance of the specimen was relatively optimal when the aeolian sand replacement rate was 30%. Upon analysis and comparison, the damage analysis model based on stiffness and energy consumption showed good agreement with the test results and proved suitable for evaluating the damage degree of steel pipe-wind-sand recycled concrete structures.

• 한국자기학회지
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• 제27권4호
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• pp.123-128
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• 2017

PtMn계 스핀밸브(Spin Valve, SV) 다층박막의 하부층 구조를 달리하여 제작된 시료를 열처리 후 측정한 자기저항(magnetoresistance, MR) 곡선과 자기이력 곡선(MH loop)으로부터 얻은 등방성의 자기적 특성을 조사하였다. PtMn층이 없는 스핀밸브 구조의 Glass/Ta(10 nm)/CoFe(6 nm)/Cu(2.5 nm)/CoFe(3 nm)/Ta(4 nm) 다층박막으로 측정한 MR 곡선에서 얻은 교환결합력($H_{ex}$), 보자력($H_c$), 자기저항비(MR(%))는 각각 0 Oe, 약 25 Oe, 3.3 %이었다. Glass/Ta(10 nm)/CoFe(6 nm)/Cu(2.5 nm)/CoFe(3 nm)/PtMn(6 nm)/Ta(4 nm) 다층박막으로 측정한 MR 곡선에서 반강자성체인 PtMn 박막으로 나타낸 효과로 하여금 나비 날개 형태로 얻은 $H_{ex}$, $H_c$, MR(%)는 각각 2 Oe, 316 Oe, 4.4 %이었다. 반강자성체인 PtMn층이 중간층으로 삽입된 이중 GMR-SV 다층박막으로 측정한 MR 곡선과 MH loop에서 얻은 $H_c$는 각각 37.5 Oe과 386 Oe이었으며, MR(%)는 각각 3.5 %와 6.5 %로 2개의 히스테리시스에서 사각비가 뚜렷하게 대칭적으로 나눠져 자기적 특성을 나타내었다. PtMn계 CoFe 스핀밸브 박막의 매우 작은 $H_{ex}$ 값과 미미한 형상이방성을 갖는 효과로 하여금 비등방성을 갖는 자기적 특성을 잃게 되었다. 이러한 결과는 PtMn 박막의 하부층과 상부층에 있는 SV 다층박막에서 각 강자성체의 자화 스핀배열로 일어나는 효과를 나타내었다.