• Journal of the Korean Wood Science and Technology
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• 제41권5호
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• pp.466-473
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• 2013

Nondestructive evaluation (NDE) technique method using a resonance frequency mode was carried out for heat-treated wood under different conditions. The effect of heat treatment on the bending strength and NDE technique using the resonance frequency by impact hammer and force transducer mode for Korean paulownia, Pinus densiflora, Lidiodendron tulipifera and Betula costata were measured. The heat treatment temperature has been investigated at $175^{\circ}C$ and $200^{\circ}C$, respectively. There were a close relationship of dynamic modulus of elasticity and static bending modulus of elasticity to MOR. In all conditions, It was found that there were a high correlation at 1% level between dynamic modulus of elasticity and MOR, and static modulus of elasticity and MOR. However, the result indicated that correlation coefficient is higher in dynamic modulus of elasticity to MOR than that in static modulus of elasticity to MOR. Therefore, the dynamic modulus of elasticity using resonance frequency by impact hammer mode is more useful as a nondestructive evaluation method for predicting the MOR of heat-treated wood under different temperature and species conditions.

• 한국산림과학회지
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• 제90권6호
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• pp.788-791
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• 2001

본 연구는 기존의 토양 코어 시료 채취기 (double-cylinder hammer-driven soil core sampler)를 개량하여 원하는 토양 깊이에서 자연상태의 토양 코어 시료를 쉽고 편리하게 채취하여 운반, 보관할 수 있는 새로운 도구를 제시하기 위하여 수행되었다. 본 연구에서 제시된 도구와 이전에 일반적으로 사용되던 채취기와의 차이점은 1) 해머가 본체로부터 분리되고, 2) 내부 실린더가 2개로 분할되며, 3) 플라스틱 시료 보관통을 사용하도록 한 것 등이다. 본 도구는 적습한 산림토양을 대상으로 이용하는 것이 효과적이며, 해머 사용 전에 토양 시료의 압축을 줄이기 위하여 시료 채취기를 가능한 손으로 깊게 토양에 삽입한 후 해머 작업을 실시하는 것이 바람직할 것으로 생각된다. 본 도구는 채취된 토양 층위와 부피가 원래 토양과 같은 상태로 유지되는 깊이 40cm, 직경 5cm의 코어 시료 채취에 적합한 것으로 판단된다.

• Geomechanics and Engineering
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• 제18권6호
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• pp.615-626
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• 2019

Lightweight concrete (LWC) provides an attractive alternative to conventional piles by improving the durability of deep foundations. In this paper, the drivability of cylindrical and tapered piles made of lightweight and common concrete (CC) under hammer impacts was investigated by performing field tests and numerical analysis. The different concrete mixtures were considered to compare the mechanical properties of light aggregate which replaced instead of the natural aggregate. Driving tests were also conducted on different piles to determine how the pile material and geometric configurations affect driving performance. The results indicated that the tapering shape has an appropriate effect on the drivability of piles and although lower driving stresses are induced in the LWC tapered pile, their final penetration rate was more than that of CC cylindrical pile under hammer impact. Also by analyzing wave propagation in the different rods, it was concluded that the LWC piles with greater velocity than others had better performance in pile driving phenomena. Furthermore, LWC piles can be driven more easily into the ground than cylindrical concrete piles sometimes up to 50% lower hammer impacts and results in important energy saving.

• 보존과학회지
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• 제38권1호
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• pp.33-44
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• 2022

The study, iron-making process was examined through the scientific analysis of six by-products that were obtained during iron making at the Songdu-ri site in Jincheon. The total Fe content of the slags excavated from the Songdu-ri site was 36.29-54.61 wt%, whereas the deoxidation agent was 26.48-49.08 wt%. The compound analysis result indicated that fayalite and wüstite are the main compounds in slag. Furthermore, the microstructure analysis result confirmed the presence of fayalite and wüstite in the slag. It can be inferred from the flat shape in a bright matrix structure of the hammer scales that forging was performed in the latter stage. The Raman micro-spectroscopy results confirmed that the surface was hematite (Fe₂O₄), middle layer was magnetite (Fe₃O₄), and inner layer was wüstite (FeO). The presence of smelting and smithing slags, spheroid hammer scales, and flake hammer scales suggests that at the Songdu-ri site, iron-making process is carried out by division of labor into producing iron bloom through direct smelting, refining and forge welding, and ingot production.

• 한국산학기술학회논문지
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• 제14권7호
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• pp.3577-3581
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• 2013

진동해머에 의해 시공되는 말뚝의 해석을 위해서는 진동해머의 진동특성을 파악함이 우선되어야 한다. 진동해머의 진동특성을 살펴보고자 해석적 연구를 수행하였다. 진동시스템에 대한 지배방정식 구성에 있어서는 진동기만의 질량에 의해 발생하는 스프링작용력을 말뚝에 작용시키는 개념보다는 기진기와 말뚝이 연결된 단일 질량체를 고려하여 지배방정식을 구성하는 것이 타당할 것으로 판단된다. 공운전시 스프링상수가 증가함에 따라 진폭의 변화량은 크지 않았으나 스프링작용력은 대체로 스프링상수에 비례하여 증가하였다. 공운전시 기진기질량이 증가함에 따라 진폭은 대체로 반비례관계를 보였으며 스프링작용력은 진폭의 변화율과 일치함을 알 수 있다. 스프링작용력과 변위의 방향은 회전운동 중인 편심질량이 가리키는 방향과 반대가 됨을 알 수 있었다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2008년도 춘계 학술발표회 초청강연 및 논문집
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• pp.863-874
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• 2008

We have to judge engineering properties of rock accurately in order to design and construct rock structure safely and economically. Among the rock tests, the test result of UCS(Uniaxial Compressive Strength) is very important factor used in the variety ways for designing and construction of underground structures, rock slope and foundation analysis. But the UCS test has some disadvantages of intact sample preparation such as because the shape of sample has to be regular cylindrical, cube or rectangular. In order to solve those problem, indirect tests are used such as point load test, schmidt hammer test, absorption test, dry density to predict UCS of rock. Those tests are easy to prepare sample and convenient to carry out the tests, so it is simple and costs less. Schmidt hammer test are frequently used in the construction site, because it is handy and easy to use, but there is concern of misuse without classifying the specification of each schmidt hammer. Thus, this study suggested presumptive numerical formula related on each specification of schmidt hammer test, point load test, absorption test and dry density also. We compared presumptive numerical formula and R-square through schmidt rebound assessment method already brought up. Also, through the test we offer the extent of weathering index according to the weathering grade.

• Journal of Welding and Joining
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• 제26권4호
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• pp.85-91
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• 2008

The grooving corrosion is caused mainly by the different microstructures between the matrix and weld which is formed during the rapid heating and cooling cycle in welding. By this localized corrosion reaction of pipes, it evolves economic problems such as the early damage of industrial facilities and pipe lines of apartment, and water pollution. So lots of researches were carried out already about grooving corrosion mechanism of ERW carbon steel pipe but there is seldom study for water hammer happened by fluid phenomenon and corrosion rate by flow velocity. In this study, the analysis based on hydrodynamic and fracture mechanics was carried out. ANSYS, FLUENT and STAR-CD were used for confirmation of flow phenomenon and stress on the pipe. As the results, fatigue failure is able to be happened by water hammer and grooving corrosion rate is increased cause by turbulent. Grooving corrosion is happened on the pipe, then friction loss of fluid is occurred from corroded part. Erosion can be happened enough in corroded region of microscopic size that wear "V" form. Also pipe is able to be damaged by water hammer effects because of corroded region is general acting as a notch effects. Corrosion depth was more than half of total thickness, it can be damaged from water hammer pressure.

• 한국광물학회지
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• 제23권4호
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• pp.297-303
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• 2010

본 연구에서는 파쇄 메커니즘이 상이한 파쇄기(함마 크럿셔와 롤 크럿셔)와 파쇄회로(개회로 및 폐회로)를 사용하여 각각의 파쇄기 종류에 따른 백운석 파쇄산물의 입도분포와 파쇄특성에 대해 알아보았다. 함마 크럿셔로 파쇄한 경우, 100 mesh 이하의 미분이 약 34 wt.%로 롤 크럿셔로 파쇄한 경우보다 약 3 배 이상 높았다. 또한 14~25 mesh 산물은 롤 크럿셔로 파쇄할 경우, 함마 크럿셔로 파쇄한 경우에 비하여 약 20 wt.% 이상 많이 생성되었다. 35 mesh 이하의 산물은 함마 크럿셔로 파쇄 시 전체의 약 80 wt.% 정도였다. 두 파쇄기 모두 개회로에 비해 폐회로 파쇄 시 미분의 발생률이 감소하였다. 광석에 따른 적절한 파쇄기 및 파쇄회로의 선택에 따라 목적하는 입도의 산물을 효율적으로 얻을 수 있다.

• 한국운동역학회지
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• 제20권4호
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• pp.429-436
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• 2010

The purpose of this study was to analyze the kinematic factors and throwing variables for the 3-turn and 4-turn techniques and for release as well as to provide technical advice for improving athletic performance in hammer throwing. Data analysis led to the following conclusions: To increase the rotation speed for the 3-turn and 4-turn techniques, the time elapsed during the 1-foot support period should be decreased the distance between the rotating foot and the rotation axis should be small and the height of the hip joint should be increased at the times of release The throwing angle at the moment of release should be more than 40 degrees, and the throwing position should be taken vertically high at the shoulder joints. To accelerate the motion of the hammer, the speed should not be reduced during the 1-foot support period but should be increased during the 2-foot support period for much greater acceleration. In the 3-turn technique, the angles of the shoulder axis and hummer string should be dragged angle at the maximum point and lead angle at the minimum point, and dragged angle at the maximum and minimum points in the 4-turn at the time of relase The upper body should be quickly bent backward, the knee angle should be extended, and the angles of the shoulder axis and hammer string should be dragged angle close to 90 degrees.

• 한국농공학회논문집
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• 제61권2호
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• pp.41-50
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• 2019

Stiffness characteristic of subgrade is one of the most important aspects for the design and evaluation of pavement and railway. However, adequate field testing methods for evaluating the stiffness characteristics of the subgrade have not been developed yet. In this study, an in-situ dynamic stiffness analyzer (IDSA) is developed to evaluate the characteristics of subgrade stiffness along the depth, and its performance is evaluated in elastic materials and a compacted soil. The IDSA consists of a falling hammer system, a connecting rod, and a tip module. Four strain gauges and an accelerometer are installed at the tip of the rod to analyze the dynamic response of the tip generated by the drop of hammer. Based on the Boussinesq's method, the stiffness and Young's modulus of the specimens can be calculated. The performance of IDSA was tested on three elastic materials with different hardness and a compacted soil. For the repeatability of test performance, the dynamic signals for force and displacement of the tip are averaged from the hammer impact tests performed five times at the same drop height. The experimental results show that the peak force, peak displacement, and the duration depend on the hardness of the elastic materials. After calculating the stiffness and elastic modulus, it is revealed that as the drop height of hammer increases, the stiffness and elastic moduli of MC nylon and the compacted soil rapidly increase, while those of urethanes less increase.