• Journal of the Korea institute for structural maintenance and inspection
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• v.2 no.2
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• pp.170-176
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• 1998

The team mixed PbO, $ZrO_2$, $TiO_2$, $Nb_2O_5$ and $MnCO_3$, to make $Pb[(Zr_{0.54}\;Ti_{0.46})\;Nb_{0.005}]O_3+4%MnCO_3$. The electroded PZT ceramics were poled by 3 kV/mm at $110^{\circ}C$ for 600 s. We assembled the 0.4mm thick PZT slices into ultrasonic transducers. Central frequency of the probe is 5 MHz, which is proper to the thickness gauge for steel pipes and for flaw detector. The probe can detect a disk shape defect of 1mm diameter at 15cm deep in steel block. The new probe's Fresnel zone that the ultrasonic beam do not broaden is 13mm. Over the Fresnel zone, the ultrasonic beam spreads. Half of the beam spread angle of the probe is $4.3^{\circ}-4.6^{\circ}$. This probe can be used for the ultrasonic transducers for non-destructive testing of steel bridges.

• Journal of Aerospace System Engineering
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• v.17 no.1
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• pp.24-32
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• 2023

This paper studied HART II in descending flight using rotorcraft analysis code based on geometrically exact beam (GEB) model. The present GEB model expressed by a mixed variational formulation could capture the geometrically nonlinear behavior of the blade without arbitrary assumptions. In previous results, correlation of airloads with structural moments for HART II was not as good as blade deflections. However, in present results, predictions of airloads and structural loads are fairly correlated with measured data.

• Journal of Mechanical Science and Technology
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• v.14 no.7
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• pp.752-763
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• 2000

The stress field around the dynamically propagating interface crack tip under a remote mixed mode loading condition has been studied with the aid of dynamic photoelastic method. The variation of stress field around the dynamic interface crack tip is photographed by using the Cranz-Shardin type camera having $10^6$ fps rate. The dynamically propagating crack velocities and the shapes of isochromatic fringe loops are characterized for varying mixed load conditions in double cantilever beam (DCB) specimens. The dynamic interface crack tip complex stress intensity factors, $K_1\;and\;K_2$, determined by a hybrid-experimental method are found to increase as the load mixture ratio of y/x (vertical/horizontal) values. Furthermore, it is found that the dynamically propagating interface crack velocities are highly dependent upon the varying mixed mode loading conditions and that the velocities are significantly small compared to those under the mode I impact loading conditions obtained by Shukla (Singh & Shukla, 1996a, b) and Rosakis (Rosakis et al., 1998) in the USA.

• Proceedings of the Korean Vacuum Society Conference
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• 2001.02a
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• pp.79-79
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• 2001

• Proceedings of the Korean Vacuum Society Conference
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• 1994.02a
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• pp.36-36
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• 1994

• Proceedings of the Korean Vacuum Society Conference
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• 1997.02a
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• pp.83-85
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• 1997

• Proceedings of the Materials Research Society of Korea Conference
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• 1993.05a
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• pp.128-129
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• 1993

• Journal of Power System Engineering
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• v.4 no.3
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• pp.48-54
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• 2000

This paper describes the effect of molding pressure, specimen geometries for Mixed Mode I/II interlaminar fracture toughness of carbon fiber reinforced plastic composites by using asymmetrical double cantilever beam(ADCB) specimen. The value of $G_{I/IIC}$ as a function of various molding pressure is almost same at 307, 431, 585 kPa. However it shows the highest value under 307 kPa molding pressure. The effect of $G_{I/IIC}$ due to the change of initial crack length of ADCB specimen was almost negligible in this study. It turns out that the condition for mix mode quasi-static crack growth in ADCB specimen is the ratio of the crack length to that of the specimen, i.e., ${\alpha}/L<0.4$.

• Proceedings of the Korean Geotechical Society Conference
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• 1989.10a
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• pp.1.2-17
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• 1989

花崗巖 Beam 試料에 대하여 4-Point Bending 試驗이 진행되는 동안 試料 破壤에 隋伴된 AE 信號를 Calibrated PZT Transducer와 6-Channel Recording System으로 기록하여 分析함으로서 微細 龜裂源의 特性과 機構를 糾明하였다. 微細 龜裂의 體積은 수 um3에서 150.000um3의 넓은 범위를 보였으며, 引張形 龜裂이 斷形에 비하여 大體的으로 큰 것으로 밝혀 졌다. 龜裂源에서의 强度는 Mode I 荷重 下에서 기록된 것이 Mixed Mode 試驗에서 얻어진 것보다 그 平均値가 약 3배 정도 크게 나타났으나, 전체 AE 數에 있어어는 反對로 Mixed Mode 試驗에서 기록된 것의 약 25% 밖에 되지 않아서 같은 크기의 破壤面을 形成하는데 必要한 에너지 要求量이 일정함을 暗示하였다. 미세 龜裂面의 方位는 垂直 및 水平에 近接한 傾斜를 가지며 走向은 최종 試料의 破壤面과 일치할 뿐만 아니라 龜裂源이 시료 破壤面에 집중되게 分布하여서 微細 龜裂이 試料龜裂을 야기시키는 原因임을 알 수 있었다. 또한, Mode I 荷重 下에서는 引張形의 微細龜裂이 압도적으로 優勢하였고, Mixed Mode 荷重 下에서는 引張과 斷形의 微細龜裂이 약 3,6:1 比率로 分布하여서 荷重 條件이 微細 龜裂의 機構와 密接한 關係가 있음을 알 수 있었다.

• Computers and Concrete
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• v.12 no.4
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• pp.519-536
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• 2013

This paper presents a mixed formulation frame element with the assumptions of the Timoshenko shear beam theory for displacement field and that accounts for interaction between shear and normal stress at material level. Nonlinear response of the element is obtained by integration of section response, which in turn is obtained by integration of material response. Satisfaction of transverse equilibrium equations at section includes the interaction between concrete and transverse reinforcing steel. A 3d plastic damage model is implemented to describe the hysteretic behavior of concrete. Comparisons with available experimental data on RC structural walls confirm the accuracy of proposed method.