• Journal of Ocean Engineering and Technology
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• v.21 no.3 s.76
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• pp.52-57
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• 2007

Composite material is one of the strongest candidates for deep see pressure hulls. Research regarding composite cylinders, subjected to hydrostatic pressure, has been ongoing for a couple of decades, abroad, but domestic research is very new. Experimental investigations seem necessary, in order to understand their structural behavior not only up to the ultimate limit state, but in the post-ultimate regime. That experimental information will be very helpful in the development of any theoretical methods or to substantiate any commercial numerical packages for structural analyses. In this study, ultimate strength tests on seven composite cylinders subjected to hydrostatic pressure are reported, which includes the fabrication method of models, mechanical properties of the material, initial shape imperfection measurements, test procedure, and strain and axial shortening measurements during the tests. The ultimate strengths of the models were compared with predictions of numerical analyses. The numerical predictions are higher than the test results. It seems necessary to improve the accuracy of the numerical predictions by considering the initial shape and material imperfections.

• Proceedings of the Korea Committee for Ocean Resources and Engineering Conference
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• 2006.11a
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• pp.154-157
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• 2006

Composite material is one of the strong candidates for deep see pressure hulls. Research regarding composite unstiffened or stiffened cylinders subjected to hydrostatic pressure has a couple of decades history abroad but domestic research is very new. Experimental investigations seem necessary to understand their structural behavior not only up to the ultimate limit state but in post-ultimate regime. Those experimental information will be very helpful to develop any theoretical methods or to substantiate any commercial numerical packages for structural analyses. In this study, ultimate strength tests on seven composite cylinders subjected to hydrostatic pressure are reported, which includes the fabrication method of models, material properties of the material, initial shape imperfection measurements, test procedure and strain and axial shortening measurements during the tests. The ultimate strengths of the models were compared with those of numerical analyses. The numerical predictions are higher than the test results. It is necessary to improve the accuracy of the numerical predictions.

• Magazine of the Korea Concrete Institute
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• v.8 no.2
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• pp.151-161
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• 1996

This paper presents a series of tests to produce the h~gh quality concrete to be filled Inside the steel tube columns. Thls concrete filled steel tube system requires not only the high strength, but a150 the flowable concrete. Laboratory test has been performed to clarlfy the material characteristics and to produce the optlmal mix design proportion. Full scale site mock up test has been then carried out to slnlulate the actual construct~on conditions including the product~on of concrete at the rermcon batch plant, transportation to the construction site, proper workabil~ ty and man power required , 4ddit1onal mock up test has finally been performec to irivesti gate any unfavorable construction s~tuatioils since the actual concrete placement has been sched uled in cold weather period, so that the high quality concrete construction is convinced to be successfully carried out.

• Proceedings of the Korea Concrete Institute Conference
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• 2008.11a
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• pp.461-464
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• 2008

This study investigated mechanical properties of the concrete using standard contents which was existent fibers in korea to apply the method for reducing crack of the non-reinforced concrete for the public space of an apartment with a fiber reinforcement. Results were summarized as following. The slump was slightly declined corresponding to the increase of the surface area and bridge effect of the fibers. For properties of the hardened concrete, the compressive strength was slighty reduced caused by the decrease of bonding strength between fiber and cement paste. The tensile strength was little increased according to bridge effect of the fibers, and the flexible strength and length change due to the drying shrinkage did not showed remarkable tendency.

• Journal of the Korea Concrete Institute
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• v.18 no.4 s.94
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• pp.459-467
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• 2006

Recently, interest grew on the quality of aggregates following the diminution of primary resources from river as to grow construction demand and the low grade of nature sand like sea sand. Following, need is to diversify the supply sources of fine aggregates which are excessively relying on sea sand and urgency is to find as soon as possible aggregate resources that can substitute sea sand. On the other hand, various fine aggregates are utilized to produce concrete in the domestic construction fields. However, few studies have been systematically investigated on the effects of such fine aggregates on concrete properties. Therefore, this study examined the effects of comparatively widely used fine aggregates in the domestic construction fields on the quality of concrete through the analysis of the effects of such fine aggregates on the physical properties of fresh concrete and strength of hardened concrete. Results revealed that crushed sand degraded the fluidity and air entraining of concrete compared to natural aggregates like sea sand and river sand. Especially, the use of crushed sand exhibiting bad grain shape and grade was larger adverse effect on the physical properties of concrete. The type of fine aggregates appeared to have negligible influence on the strength for W/C of 55%, 45% while crushed sand decreased the strength for W/C of 35% compared to natural aggregates. It analyzed that the combination of crushed sand exhibiting bad grain shape and grade with natural aggregates improved the characteristics of fresh concrete and had negligible influence on the strength.

• Journal of the Microelectronics and Packaging Society
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• v.27 no.4
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• pp.127-133
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• 2020

It is important to measure the quantitative adhesive strength between an organic adhesive and a metal adherend. In measuring the adhesive strength between an organic adhesive and a metal adherend, the effect of the kind and thickness of the adherend on the adhesive strength was studied. Two kinds of metal adherends were selected, aluminum (Al1050) and stainless steel (STS304), and a dolly test and a lap shear test were used to measure the adhesive strength. When measuring the adhesive strength between the organic adhesive and the metal adherend by the tensile stress mode of dolly test, the change in the thickness of the metal adherend had little effect on the adhesive strength, however, the adhesive strength was different depending on the kind of the adherend. On the other hand, when measuring the adhesive strength between the organic adhesive and the metal adherend by the lap shear test, the change in the relative thickness of the metal adherend had an effect on the adhesive strength. The reason is that the bending phenomenon of the adherend occurring in the edge of bonding region during the lap shear test contributes to lowering the adhesive strength by generating additional tensile stress in the bonding region. From this work, it is concluded that the dolly test could be widely used when measuring the quantitative adhesive strength of organic adhesives and metal adherend because there is little change in adhesive strength even though the thickness of the adherend is changed.

• Proceedings of the Korea Technical Association of the Pulp and Paper Industry Conference
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• 1999.04a
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• pp.44-44
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• 1999

전적으로 해외기술에 의존하고 있는 소프트 닙 캘린더 피복의 국산화를 위해 시험 제작 된 소프트 닙 캘린더용 연질롤의 캘린더링 효과를 구명하기 위해서 공정 변수에 따른 신문 용지의 물성변화를 평가하였다. 연질 롤로는 (주)광성고무롤에서 시험제작된 경도 90 Shore D의 것을 사용하였으며, 캘린 더링 시의 압력, 가열 롤의 표면온도, 닙 체류 시간, 유입지의 함수율 변화에 따른 신문용지 의 별크, 평활도, 광택도, 인장강도, 인열강도, 불투명도 변화를 조사하였다. 별크는 캘린더링 시 압력, 가열 롤의 표면온도, 닙 체류시간의 증가에 따라 감소하였다. 가열 롤의 표면온도가 높을수록 별크가 크게 감소되었으며, 닙 체류시간이 짧은 경우에는 1 120 226;C 이하에서 캘린더링을 실시하는 것이 별크 유지에 효과적이었다. 평활도는 가열 롤의 표연 온도, 닙 체류시간이 증가함에 따라 개선되었으며, 선압과 함 수율 증가에 의해서도 상승되는 경향을 보였. 인장강도는 유입지의 함수율, 닙 체류시간, 가열 롤의 표면온도가 모두 상승할 경우 증 가하는 결과를 나타내었다. 이는 함수율 증가에 의해 섬유의 유연성이 향상된 상태에서는 칼렌더링 온도와 닙체류 시간 증가에 의한 섬유의 기계적 변형과 열전달에 의한 섬유의 열 변형이 효과적으로 발생하여 섬유간 결합면적이 증가된 결과로 생각되었다. 인열강도는 소프트닙 캘린더링 후 전반적으로 감소하였으나 캘린더링 온도와 닙체류시 간은 인열강도에 미치는 영향은 적은 것으로 나타났다. 소프트 닙 캘린더링 시 발생하는 인 열강도의 저하를 막기 위해서는 닙 체류시간을 짧게 적용하고 섬유의 열변형이 종이의 표변 에서만 일어날 수 있도록 유입지 함수율과 가열롤의 표면온도를 적절히 조절하는 것이 필요 하리라 판단되었다.광택도는 온도와 압력이 증가할수록 증가하였으나, 닙 체류시간에 따라서는 큰 변화를 나타내지 않았으며 120도씨에서는 닙 체류시간의 증가에 따라 광택도가 오히려 감소하기도 하였다. 불투명도는 벌크와 마찬가지로 압력이 높고 가열롤의 표면온도가 높은 경우 낮게 나타 났다 특히 닙 체류시간의 증가에 따라 감소하는 경향을 보였다.보였다.

• Proceedings of the Korea Technical Association of the Pulp and Paper Industry Conference
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• 1999.04a
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• pp.33-33
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• 1999

고지 사용율을 증가시킴으로써 원가 절감을 모색하고 있는 국내 신문용지 생산업체에서 는 보류도와 탈수성 저하에 따른 생산성 악화가 발생하고 있을 뿐 아니라 제품의 강도 및 인쇄적성 저하라는 문제를 극복하는 것이 매우 중요한 과제로 대두되고 있다. 또 신문용지 생산공정의 수질이 악화됨에 따라서 사용되는 화학첨가제의 효능이 크게 감소하는 문제를 지니고 있다. 적합한 양성전분과 이러한 문제를 종합적으로 해결하기 위한 방안으로 신문용지 생산에 이의 적용기술을 모색하였다. 전기전도도가 4000 $\mu\textrm{s}$/cm인 신문용지 지료를 이용하여 DS 0.03인 저치환 양성 전분의 보류도 증가효과를 평가한 결과 양성전분을 사용하지 않은 경우에 비하여 보류도 증가율이 6 6%로 낮게 나타났으나, DS 0.06인 전분은 보류도 증가율이 21%로 향상효과가 높게 나타났 다. 또 양성전분의 치환도가 증가할수록 인장지수, 내부결합강도, 표면강도 향상 효과도 증 가되는 결과를 얻을 수 있었다. 가교 처리를 실시한 치환도 0.08 및 0.1의 습식양성전분의 경우에는 미세분 보류도, 여수도, 탁도 등에 큰 효과를 나타내지 않았다. 경우 보류도가 각 확인하였으며,이 건식방법으로 제조된 치환도 0.08 빛 0.15인 양성 전분을 0.5% 첨가할 각 16%, 21% 증가되어 적은 첨가량에서도 보류향상 효과가 높다는 것을 러한 효과는 여수도 및 양이온 요구량 측정을 통하여 재확인되었다. 저치환 양성전분의 성능을 개선시키기 위한 방법으로서 비이온성 천연고분자를 활용하 는 방안을 검토한 결과 비이온성 천연고분자를 병용함에 따라 보류도 증가율이 탁월하게 개 선되었으며, 인장지수, 내부결합강도, 표면강도 등에서도 같은 효과를 얻을 수 있었다.

• Bulletin of the Society of Naval Architects of Korea
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• v.26 no.4
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• pp.44-56
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• 1989

Recently the residual strength of damaged tubulars under axial compression has extensively been investigated. However, in spite of the possibility of damage onto underwater members of offshore structures as results of collisions, dropped objects and other accidental impacts occurring in service or during fabrication or installation, no research works on the structural behaviour of damaged tubulars under combined loadings including hydrostatic pressure have been reported in the literature. In this paper, a numerical method has been proposed to estimate the residual strength of damaged tubulars under combined loadings, and then the proposed method has been substantiated with corresponding test data. A simple design equation has been derived based upon the results of the parametric study using the proposed method. The accuracy of the predictions using the derived equation is found to be a 10.1% COV(Coefficient of Variation) together with an 1. 037 mean comparing with the test data.

• Journal of the Korean Geotechnical Society
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• v.20 no.5
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• pp.17-25
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• 2004

The flat dilatometer test (DMT) is a geotechnical tool to estimate in-situ properties of various types of ground materials. The undrained shear strength is known to be the most reliable and useful parameter obtained by DMT. However, the existing relationships which were established for other local deposits depend on the regional geotechnical characteristics. In addition, the flat dilatometer test results have been interpreted using three intermediate indices - material index $(I_D)$, horizontal stress index $(K_D)$, and dilatometer modulus (E$_{D}$) and the undrained shear strength has been estimated merely using the horizontal stress index $(K_D)$. In this paper, the applicability of the flat dilatometer to Korean soft clay deposit has been investigated. Then an artificial neural network was developed to evaluate the undrained shear strength by DMT and the ANN, based on the $p_0, p_1, p_2, {\sigma '}_v$ and porewater pressure. The ANN which adopts the back-propagation algorithm was trained based on the DMT data obtained from Korean soft clay. To investigate the feasibility of ANN model, the prediction results obtained from data which were not used to train the ANN and those obtained from existing relationships were compared.