• 한국포장학회지
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• 제23권3호
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• pp.183-190
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• 2017

Carton clamp truck is widely perceived as the high-efficient handling equipment of factory premises and warehouse by its capability of palletless handling. Therefore, the significance of a lab-based handling simulation is becoming higher with the growth of clamp truck usage. In this study, preliminary FEA and design of handling test courses for the lab-based simulation of carton clamp truck handling were performed, and the PSD analyses were performed for the modified one for the test course proposed by Park et al. (2017) as well as ASTM D 6055 and ISTA 3B standards. For the vibration in all directions, the vibration energy intensity analyzed by ISTA 3B standard showed higher than that by the other two cases. A FEA was performed for the handling operation of the sudden stop of the clamps after lifting the target HCP (heavyweight refrigerator corrugated package, w=180 kgf) up to the specified height. The slip distance between the clamp arm and the target HCP was 0.85 mm. The simulation result of 0.85 mm was 3.7 times lower than the experimental result (3.2 mm) obtained by Park et al. (2017), and it was estimated that the deviation comes from both the experimental error by weight imbalance of target HCP, and excessive simplification during the FE modelling of target HCP.

• 한국지반공학회논문집
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• 제31권12호
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• pp.45-57
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• 2015

본 연구에서는 토석류의 유하부 도달 속도 및 피해 영향범위 등의 흐름 특성을 파악하기 위하여 대변형 3차원 유한요소 해석을 수행하였다. 대변형 해석은 ABAQUS (Ver 6.13, 2013)의 Coupled Eulerian-Lagrangian (CEL) 기법을 이용하였으며, 실제 토석류 발생 지역의 관측 값과 해석 결과를 비교함으로써 CEL 대변형 해석기법의 타당성을 검증하였다. 그 결과, CEL 대변형 해석기법은 토석류 거동을 합리적으로 예측 할 수 있음을 확인하였다. 또한 토석류의 흐름에 사방댐이 미치는 영향을 확인하기 위하여 추가적인 해석을 수행하여 분석하였다. 그 결과, 사방댐에 의해 유하부로 흘러 내려오는 토석류의 속도와 체적의 감소효과를 확인하였고 토석류에 의해 발생하는 충격력을 산정하였다. 이로 인하여 대변형 토석류 해석기법은 기존 사방댐 안정성 평가 및 사방댐 설계에 활용이 가능할 것으로 판단된다.

• 대한토목학회논문집
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• 제28권2A호
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• pp.207-214
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• 2008

본 논문에서는 연계논문에서 제안된 혼합구조 접합부의 개선정도를 확인하기 위하여 2개의 혼합구조 실험체에 대하여 4절점 휨시험을 수행하였다. 혼합구조 접합부의 거동 분석을 위하여 3차원 비선형해석 결과와 실재하 실험 결과를 하중-처짐 관계, 하중-변형률 관계, 접합부 개구폭, 균열과 파괴모드를 통하여 비교하였다. 3차원 비선형 해석을 위하여 접촉요소를 사용하였으며 해석프로그램은 범용 구조 해석프로그램인 아바쿠스를 이용하였다. 실험과 해석의 결과로부터 제안된 L 모양의 접합부가 휨하중에서 기존안보다 강성이 크게 나타났으며, 보다 나은 구조적 성능을 나타냄을 확인하였다.

• 생명과학회지
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• 제14권1호
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• pp.82-90
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• 2004

곰보버섯을 약용과 식용으로 이용하고자 일반성분, 무기질, 총아미노산, 유리 아미노산, 비타민 등을 분석 검토한 결과 조지방이 3.8 g%, 탄수화물이 43.5 g%, 조단백질이 29.7 g%이었다. 무기물은 K가 3558.0 mg%로 가장 많이 함유되어있고, Ca, Mg, Fe, Na, Zn의 순으로 함유되었다. 총 아미노산은 glutamic arid가 1,433 mg%로 가장 많이 함유되어있고, leucine, alanine, arginine, valine, threonine등의 순으로 23종의 아미노산을 함유하고 있으며 필수아미노산은 3510mgmg% 함유되어 있다. 유리아미노산은 glutamic acid가 522 $\mug%$로 가장 많이 함유되어 있고, asparaginine, arginine등의 순이며, 총 함유량은 2,397 $\mug%$이고, 25종을 함유하고 있기 때문에 곰보버섯의 맛에 영향을 미치리아 생각되어 진다. 비타민의 경우 vitamin A가 2.23$\mug%$, vitamin $B_1$은 0.13 mg%, vitamin $B_2$는 0.07 mg%, vitamin $B_6$는 0.27 mg%, vitamin C는 0.17 mg%, vitamin $D_311$는 52.27$\mug%$, vitamin E는 5.26 mg%, vitamin$K_1$, 은 3.23 $\mug%$정도 함유하고 있었다. 특히 vitamin C와 vitamin E가 함유되어 있어 노화방지에 좋으리라 생각된다.

• Corrosion Science and Technology
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• 제22권5호
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• pp.359-367
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• 2023

The localized corrosion resistance of the Ni-based Inconel 718 alloy after solution heat treatment was evaluated using electrochemical techniques in a solution of 25 wt% NaCl and 0.5 wt% acetic acid. Solution heat treatment at 1050 ℃ for 2.5 hours resulted in an increased average grain diameter. Both Ti carbides (10 ㎛ diameter) and Nb-Mo carbides (1 - 9 ㎛ diameter) were distributed throughout the material. Despite heat treatment, the shape and composition of these carbides remained consistent. An increase in solution temperature led to a decrease in pitting potential value. However, the pitting potential value of solution heat-treated Inconel 718 was consistently higher than that of as-received Inconel 718 at all tested temperatures. Localized corrosion initiation occurred at 0.4 V_SSE in a temperature environment of 80 ℃ for both as-received and solution heat-treated Inconel 718 alloys. X-ray photoelectron spectroscopic analysis indicated that the composition of the passive film formed on specimen surfaces remained largely unchanged after solution heat treatment, with O1s, Cr2p_3/2, Fe2p_3/2, and Ni2p_3/2 present. The difference in localized corrosion resistance between as-received and solution heat-treated Inconel 718 alloys was attributable to microstructural changes induced by the heat treatment process.

• Journal of Photoscience
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• 제11권3호
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• pp.115-120
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• 2004

For the expression study of antioxidant isoenzyme genes in rice (Oryza sativa L.) plants, extensive searches for genes of superoxide dismutase (SOD), ascorbate peroxidase (APX), and catalase (CAT) isoforms were performed through the GenBank database. The genes for two cytosolic and one plastidic CuZn-SOD, one Fe-SOD, two Mn-SOD, two cytosolic and two chloroplastic (stromal and thylakoid) APX, and three CAT isoforms were available in japonica-type rice. These isoforms were named as cCuZn-SOD1, cCuZn-SOD2, pCuZn-SOD, Fe-SOD, Mn-SOD1, Mn-SOD2, cAPXa, cAPXb, Chl_sAPX, Chl_tAPX, CATa, CATb, and CATc, respectively. Since they shared a high degree of homology in the nucleotide and amino acid sequences, the gene-specific primers for the genes were designed directly from their full-length cDNAs found in the database except for the CATa gene. These primers were used in the RT-PCR analysis to investigate the differential expression of antioxidant isoenzyme genes in rice plants from the seeds irradiated with low doses (2, 4, 8, and 16 Gy) of gamma-radiation. The gammairradiation slightly increased the transcripts of pCuZn-SOD, while those of Fe-SOD, cAPXb, and CATb decreased. However, no substantial differences were observed in the expression of all the isoenzyme genes between the control and irradiated groups. In this study, gene specific primers for thirteen SOD, APX and CAT isoenzymes were constructed from the full-length cDNAs. The results of RT-PCR analysis obtained by using these primers suggests that the expression levels of SOD, APX, and CAT isoenzyme genes in rice seedlings were hardly affected by gamma-irradiation at the seed stage.

• Steel and Composite Structures
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• 제20권5호
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• pp.1067-1085
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• 2016

Recent research on steel moment-resisting connection between steel beams and concrete filled steel tubes has shown that there are considerable advantages to be obtained by anchoring the connection to the concrete infill within the tube using anchors in blind bolts. In the research reported here, extensive experimental tests and numerical analyses have been performed to study the anchorage behaviour of cogged deformed reinforcing bars within concrete filled circular steel tubes. This data in essential knowledge for the design of the steel connections that use anchored blind bolts, both for strength and stiffness. A series of pull-out tests were conducted using steel tubes with different diameter to thickness ratios under monotonic and cyclic loading. Both hoop strains and longitudinal strains in the tubes were measured together with applied load and slip. Various lead-in lengths before the bend and length of tailed extension after the bend were examined. These dimensions were limited by the dimensions of the steel tube and did not meet the requirements for "standard" cogs as specified in concrete standards such as AS 3600 and ACI 318. Nevertheless, all of the tested specimens failed by bar fracture outside the steel tubes. A comprehensive 3D Finite Element model was developed to simulate the pull-out tests. The FE model took into account material nonlinearities, deformations in reinforcing bars and interactions between different surfaces. The FE results were found to be in good agreement with experimental results. This model was then used to conduct parametric studies to investigate the influence of the confinement provided by the steel tube on the infilled concrete.

• Geomechanics and Engineering
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• 제28권1호
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• pp.11-23
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• 2022

The response of pile foundations under lateral loads are usually analyzed using beam-on-nonlinear-Winkler-foundation (BNWF) model framework employing various forms of empirically derived p-y curves and p-multipliers. In practice, the p-y curve presented by the American Petroleum Institute (API) is most often utilized for piles in granular soils, although its shortcomings are recognized. The objective of this study is to evaluate the performance of the BNWF model and to quantify the error in the estimated pile response compared to a rigorous numerical model. BNWF analyses are performed using three sets of p-y curves to evaluate reliability of the procedure. The BNWF model outputs are compared with results of 3D nonlinear finite element (FE) analysis, which are validated via field load test measurements. The BNWF model using API p-y curve produces higher load-displacement curve and peak bending moment compared with the results of the FE model, because empirical p-y curve overestimates the stiffness and underestimates ultimate resistance up to a depth equivalent to four times the pile diameter. The BNWF model overestimates the peak bending moment by approximately 20-30% using both the API and Reese curves. The p-multipliers are revealed to be sensitive on the p-y curve used as input. These results highlight a need to develop updated p-y curves and p-multipliers for improved prediction of the pile response under lateral loading.

• 한국응용과학기술학회지
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• 제34권2호
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• pp.260-270
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• 2017

백색을 띄고 물리적 화학적으로 안정한 지르코니아는 열전도도가 낮고 강도와 인성, 내식성이 우수하여 단열재, 내화물과 같은 고온 재료와 각종 산업용 구조세라믹스에 사용되고 있다. 이러한 지르코니아를 낮은 경도 및 굴절률 등과 같은 단점을 가진 고분자 코팅제에 도입하게 되면 화학적, 전기적, 광학적인 특성이 향상된다. 이와 같이 유기 소재에 무기 소재를 혼합하여 사용하는 유-무기 하이브리드 코팅을 목적으로 본 연구에서는 지르코니아 표면에 trimethylchlorosilane(TMCS)과 hexamethyldisilazane(HMDZ)을 사용하여 실릴화반응을 통한 $-CH_3$기를 도입하여 소수성을 나노지르코니아 표면에 도입하였다. 소수화된 지르코니아 표면에서의 TMCS와 HMDZ에 의해 도입된 $Si-CH_3$의 존재는 FT-IR ATR spectroscopy를 통해 확인하였고, silicon 원소의 존재를 FE-SEM/EDS와 ICP-AES를 통해 확인하였다. 또한, 개질 전후의 지르코니아를 아크릴레이트 단량체에 분산하여 침강속도를 확인하여 분산성이 향상되는 것을 확인하였다. 지르코니아 입자의 크기 및 분포는 입도 분석기를 통해 확인하였으며, BET 분석을 통해 개질 반응 전후의 비표면적은 $18m^2/g$ 정도로 큰 변화가 없었다.

• 대한의용생체공학회:의공학회지
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• 제38권1호
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• pp.9-15
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• 2017

Recently, flexible cages have been introduced in an attempt to absorb and reduce the abnormal load transfer along the anterior parts of the spine. They are designed to be used with the pedicle screw systems to allow some mobility at the index level while containing ROM at the adjacent level. In this study, a finite element (FE) study was performed to assess biomechanical efficacies of the flexible cage when combined with pedicle screws with flexible rods. The post-operated models were constructed by modifying the L4-5 of a previously-validated 3-D FE model of the intact lumbar spine (L2-S1): (1) Type 1, flexible cage only; (2) Type 2, pedicle screws with flexible rods; (3) Type 3, interbody fusion cage plus pedicle screws with rigid rods; (4) Type 4, interbody fusion cage plus Type 2; (5) Type 5, Type 1 plus Type 2. Flexion/extension of 10 Nm with a compressive follower load of 400N was applied. As compared to the Type 3 (62~65%) and Type 4 (59~62%), Type 5 (53~55%) was able to limit the motion at the operated level effectively, despite moderate reduction at the adjacent level. It was also able to shift the load back to the anterior portions of the spine thus relieving excessively high posterior load transfer and to reduce stress on the endplate by absorbing the load with its flexible shape design features. The likelihood of component failure of flexble cage remained less than 30% regardless of loading conditions when combined with pedicle screws with flexible rods. Our study demonstrated that flexible cages when combined with posterior dynamic system may help reduce subsidence of cage and degeneration process at the adjacent levels while effectively providing stability at the operated level.