• Proceedings of the Korean Society of Machine Tool Engineers Conference
• /
• 2002.04a
• /
• pp.261-265
• /
• 2002

In the machining tool avoid vibration problem have an effect on high precision as well as statical and thermal characteristics. Therefore overcome this problem is essential to advance of machine tool and machining skill. Even though vibration arises owing to a variety of causes, in this paper vibration analysis of column as a major part of machine tool structures is presented. At this procedure vibration analysis applied to mode synthesis method using a attachment mode .

• Journal of the Korean Society for Nondestructive Testing
• /
• v.32 no.1
• /
• pp.34-40
• /
• 2012

In this study, effects of bonding agent, e.g. epoxy, on the behavior of fundamental guided wave modes propagated in FRP plate bonded on a concrete, are investigated. Global matrix model of multilayered FRP-epoxy-concrete system was constructed to obtain the velocity and attenuation dispersion curves of the fundamental A0 and S0 modes. Two variables, thickness and elastic modulus of epoxy layer, were considered in the dispersion analysis. It was found that both the thickness and the elastic modulus of epoxy layer greatly affect the phase velocity and attenuation of S0 mode while those are negligible for A0 mode. Based on the results, it was concluded that S0 mode is more effective than A0 mode for bonding condition assessment for FRP plate bonded concrete.

• Journal of the Korea institute for structural maintenance and inspection
• /
• v.19 no.3
• /
• pp.149-160
• /
• 2015

This study reports the interfacial bond strength between Ultra High Performance Concrete (UHPC) and Normal Strength Concrete (NSC). While previous studies have focused on the interfacial strength between NSC substrate and UHPC overlay, this study use precast UHPC for enhanced constructability and replacement of formwork. The factors affecting the interface strength are comprehensively reviewed. It can be classified into: interface shape, degree of hardening and moisture condition of UHPC before combining with NSC, and curing condition of composite materials. Conducted experiments verify the effects of each factor on the interface strength and, accordingly show different failure modes. In particular, a new failure mode of the failure of a part of UHPC was firstly found in the case of sample with rough interface between UHPC and NSC. The other factors of the degree of hardening and the moisture and curing conditions of UHPC were discussed. This research will provide a valuable foundation to utilize the UHPC as a composite material.

• Proceedings of the Acoustical Society of Korea Conference
• /
• 1998.06c
• /
• pp.319.1-321
• /
• 1998

판 구조물의 전달 손실은 효과적인 차음 설계를 위한 필수적인 지표 중 하나이다. 특히, 흡/차음재 부착등 적층에 의한 차음 성능의 변화 예측이 중요하다. 실제의 차음 구조물은 유한한 크기를 갖게 마련인데, 현재까지는무한 판 이론에 제한각이나 경계 손실등을 적용하여 그 값을 산출함으로써 판의 유한효과를 고려하였지만, 해석의 임의성으로 인해 일반적인 적용이 어렵다. 이에 본 연구에서는 흡음재가 부착된 유한한 면적을 갖는 적층판의 음향 전달 손실을 임계 주파수 미만의 주파수 대역에 대해 예측하고 흡음재의 부착에 따른 전달 손실의 변화를 관찰하였다. 판은 무한한 강체 배플위에 있다고 가정하였고, 모드 전개법을 응용하여 개개의 판모드들의 거동을 고려하였다. 여기서 흡음재는 공극질 재료로 가정하여 Biot의 이론을 적용하였다. 해석 결과로부터, 흡음재등이 부착된 적층판에 대해서는 일반적인 제한각의 적용이 어렵고, 그 영향을 충분히 고려할 수 있는 새로운 예측 도구의 필요성을 확인하였다.

• Journal of the Korea Concrete Institute
• /
• v.21 no.6
• /
• pp.781-788
• /
• 2009

Mechanical properties of steel-concrete interface were evaluated on the basis of experimental observations. The properties included bond strength, unbounded and bonded friction angles, residual level of friction angle, mode I fracture energy, mode II bonded fracture energy and unbonded slip-friction energy under different levels of normal stress, and shape parameters to define geometrical shape of failure envelope. For this purpose, a typical type of constitutive model of describing steel-concrete interface behavior was presented based on a hyperbolic three-parameter Mohr-Coulomb type failure criterion. The constitutive model depicts the strong dependency of interface behavior on bonding condition of interface, bonded or unbounded. Values of the interface parameters were determined through interpretation of experimental results, geometry of failure envelope and sensitivity analysis. Nonlinear finite element analysis that incorporates steel-concrete interface as well as material nonlinearities of concrete and steel were performed to predict the experimental results.

• The Journal of Korean Institute of Electromagnetic Engineering and Science
• /
• v.14 no.10
• /
• pp.1024-1029
• /
• 2003

This paper presents the complex antenna factor of a top-hat EMI monopole antenna for measuring time domain electromagnetic fields. The approach is facilitated by adding a artificial parallel ground plane above the monopole antenna. This allows use of cylindrical harmonic field expansions in each of three subregions enclosed by the two ground plane. The results show that the complex antenna factor of the top-hat monopole antenna does not diverge at low frequencies. When compared with a monopole antenna, the top-hat monopole antenna has broadband characteristics. In order to verify the availability of the mode-matching method, the input impedance of the antenna were compared with experiments.

• Journal of the Korea Concrete Institute
• /
• v.25 no.5
• /
• pp.573-581
• /
• 2013

In this paper, an experimental investigation of bond properties between steel fiber reinforced concrete and glass fiber reinforced polymer reinforcements was performed. The experimental variables were diameter of reinforcements, volume fraction of steel fiber, cover thickness and compressive strength of concrete. Bond failure mainly occurred with splitting of concrete cover. Main factor for splitting of concrete is tension force occurred by the displacement difference between reinforcements and concrete. Therefore, in order to prevent the bond failure between reinforcements and concrete, capacity of tensile strength of concrete cover should be upgraded. As a results of test, volume fraction of steel fiber significantly increases the bond strength. Cover thickness changes the failure mode. Diameter of reinforcements also changes the failure mode. Generally, diameter of reinforcement also affects the bond properties but this effect is not significant as volume fraction of fiber. Increase of compressive strength increases the bond strength between concrete and reinforcement because compressive strength of concrete directly affects the tensile strength of concrete.

• Proceedings of the Computational Structural Engineering Institute Conference
• /
• 2011.04a
• /
• pp.10-13
• /
• 2011

내진설계의 기본 개념은 보를 기둥보다 약하게 설계하여 보에 소성힌지를 발생시켜 구조물 전체의 큰 변형을 방지하는 것이다. ACI 352R-02에서는 지역의 지진특성에 따라서 접합부의 상세 설계법을 구분하여 적용한다. 하지만 보와 접합부의 내력 차이가 상대적으로 작게 설계된 구조물의 경우 탄성 범위를 유지해야 하는 경우의 접합부에도 파괴가 발생할 가능성이 있다. 횡하중이 작용할 때 접합부 내부는 전단력의 지배를 받게 되고, 전단내력과 부착내력에 따라서 파괴모드가 결정된다. 본 논문에서는 양방향 반복하중이 작용하는 10개의 보-기둥 접합부를 통해서 접합부와 인접보의 전단내력 차이에 따라서 발생하는 파괴모드를 관찰하고 접합부 내의 전단내력 및 부착내력의 감소로 인해 발생하는 부재의 연성에 대해서 관찰하였다.

• Journal of the Earthquake Engineering Society of Korea
• /
• v.15 no.6
• /
• pp.11-18
• /
• 2011

Accurate modal identification analysis is required to reasonably perform a seismic qualification of safety-related electric equipment installed in nuclear power plants (NPPs). This study evaluates a variation of the modal properties of an electric equipment cabinet structure in NPPs according to the excitation levels. For the study, an actual electric equipment cabinet was selected as a specimen and was dynamically tested by using a portable exciter in accordance with the level of input vibration energy. Tests were classified into two sets: with-door cases, and without-door cases. Frequency response functions were computed from the signals of the acceleration responses and input motions measured from the vibration tests. A polynomial curve fitting algorithm was used to extract the modal properties from the frequency response functions. This study reviews the variation of the modal properties according to the variation of the excitation levels. The results of the study show that the modal frequencies and the modal dampings of the object specimen varies nonlinearly according to the excitation level of the test motion. Attaching the door increases the modal damping of the cabinet.

• Journal of KSNVE
• /
• v.14 no.2
• /
• pp.46-53
• /
• 2004

압전션트감쇠란 압전재료를 구조물에 부착시키고 간단한 션트회로를 연결시켜 구조물의 진동에너지를 압전재료에서 전기적 에너지로 변환시킨 후 연결된 회로에서 전기에너지를 열 에너지로 소산시킴으로서 구조물의 진동 및 소음을 저감시키는 방법이다. 이 방법은 공진주파수에서 간단한 회로를 사용하여 효과적으로 진동 및 소음을 저감시킬 수 있으며 구조가 간단하고 가격이 저렴하므로 소음진동의 여러분야에 응용이 가능하다. 본 글에서는 압전션트 감쇠의 원리와 단일모드, 다중모드의 감쇠 기법의 이론을 소개한다.(중략)