• 암석학회지
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• 제9권3호
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• pp.187-203
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• 2000

보현산 일대 화강암류는 화강섬록암과 화강암의 조성을 가지며, 화강암류 내에는 다양한 크기의 염기성 미립 포회암이 나타난다. 염기성 미립 포획암은 유색광물의 군집, 석영섬록암, 섬록암 등으로 구분할 수 있다. 이 염기성 미립 포획암의 산출 상태는 화강암류 외부에 독립된 암체로 존재하는 것이 아니라, 화강암류 내부에서만 발견된다는 특징을 가진다. 지구화학적 특징에서 화강암류와 염기성 미립 포획암은 칼크-알칼리계열에 속하며, 포획암이 메타알루미나질 내지 퍼알루미나질임에 반해 화강암류는 퍼알루미나질의 성질을 보인다. $SiO_2$ 함량에 대한 주성분 산화물의 함량 변화는 포획암과 화강암류에서 매우 직선적인 변화 경향을 보인다. 이러한 경향은 마그마 과정 중에서 분별정출에 의한 결정분화작용 혹은 화강암질 마그마와 염기성 마그마 사이의 혼합작용으로 해석될 수 있다. 그러나 야외 산상을 비롯하여, 암석기재적 특징 그리고 광물 성장에 따른 화학 조성의 변화 등은 화강암류와 포획암 사이에 불균질 후합이 주요 마그마 과정이었음을 지시한다. 화강암류와 포획암의 사장석은 그 주변부 조성에서 거의 유사하다. 그러나 일부 화강암류에서는 사장석의 중심부 조성이 매우 높게 나타난다. 한편, 화강암류의 각섬석은 중심부에서 주변부로 갈수록 Mg(Mg+Fe)비가 높아진다. 이러한 결과는 화강암류의 조암광물의 화학조성이 보다 매픽한 마그마 조성에 의해 영향을 받았음을 지시한다. 화강암질 마그마와 보다 염기성인 섬록암질 마그마의 혼합과정을 2성분 혼합 테스트의 모델을 이용해 계산하였다. 이 결과 화강암류 중 가장 매픽한 화강섬록암의 경우 섬록암질 마그마 조성의 약 65% 정도 혼합되었고, 혹운모 화강암은 평균 19%, 화강섬록암은 평균 51% 정도의 섬록암질 조성이 혼합된 것으로 나타났다. 한편, 포획암의 평균 조성은 약 25% 정도의 화강암질 조성이 혼합된 결과이다.

• Smart Structures and Systems
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• 제22권5호
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• pp.561-574
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• 2018

In this paper, for efficiently reducing the computational cost of the model updating during the optimization process of damage detection, the structural response is evaluated using properly trained surrogate model. Furthermore, in practice uncertainties in the FE model parameters and modelling errors are inevitable. Hence, an efficient approach based on Monte Carlo simulation is proposed to take into account the effect of uncertainties in developing a surrogate model. The probability of damage existence (PDE) is calculated based on the probability density function of the existence of undamaged and damaged states. The current work builds a framework for Probability Based Damage Detection (PBDD) of structures based on the best combination of metaheuristic optimization algorithm and surrogate models. To reach this goal, three popular metamodeling techniques including Cascade Feed Forward Neural Network (CFNN), Least Square Support Vector Machines (LS-SVMs) and Kriging are constructed, trained and tested in order to inspect features and faults of each algorithm. Furthermore, three wellknown optimization algorithms including Ideal Gas Molecular Movement (IGMM), Particle Swarm Optimization (PSO) and Bat Algorithm (BA) are utilized and the comparative results are presented accordingly. Furthermore, efficient schemes are implemented on these algorithms to improve their performance in handling problems with a large number of variables. By considering various indices for measuring the accuracy and computational time of PBDD process, the results indicate that combination of LS-SVM surrogate model by IGMM optimization algorithm have better performance in predicting the of damage compared with other methods.

• 대한토목학회논문집
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• 제34권1호
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• pp.1-8
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• 2014

이 논문에서는 장경간 케이블 교량의 콘크리트 주탑에 대한 온도 측정과 분석을 다루고 있다. 부산거제연결도로의 거가대교의 시공 중에 주탑의 여러 단면에 온도센서가 설치되었으며 주탑 4면의 두께방향의 온도와 주탑 주위의 대기온도가 계측되었다. 1년간의 계측자료를 바탕으로 주탑 단면내의 온도분포가 분석되었으며 이 분석결과를 국내외의 온도분포에 대한 설계기준과 비교하였다. 그 결과 주탑 단면의 평균온도와 단면 내 온도분포는 콘크리트 거더의 평균온도와 수직온도분포의 기준을 적용할 수 있음을 확인하였다. 이러한 온도특성에 대한 주탑의 거동을 3차원 유한요소 모델링을 사용하여 해석하였으며 거가대교 주탑의 경우 온도에 의한 주탑 상부 최대변위는 동서, 남북 방향으로 각각 0.056m, 0.121m 인 것으로 나타났다.

• 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.

• 한국광물학회지
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• 제4권2호
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• pp.69-89
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• 1991

The anorthositic rocks and the many other plutons which are of different varieties and age were distributed in the northern extremity of the distributed areas of H-S anorthositic rocks. The purpose of this study was to find plutons which had comagmatic relationships, and to make clear the magmatic process of anorthositic magma. The plutons were classified, and the petrological and the geochemical characteristics of the plutons were compared and researched in this study. And, because, like anorthosite, the rocks which intrude in the deep crust accompany assimilation, an AFC model calculation was performed to make the differentiation process of the anorthositic rocks clear. The plutons in this area were classified into three groups, and the three groups were composed of the Precambrian anorthositic rocks and related rocks, the Jurassic gabbro, and the plutons of undnown age. The anorthositic magma was differentiated from the anorthositic rocks through the tonalite to the alkali-feldspar granite, and it was differentiated under K, Mg, Fe free/lack condition. It was found from the result of AFC model that the anorthositic rocks were differentiated by fractional crystallization, but they were assimilated with wall-rocks, and the assimilation was performed at the rate of r$\leq$0.1. The plutons which intruded the anorthositic rocks subsequently consisted of the gabbro, the megacrystic granite, the fine-grained granite, and the gneissose granite. But they were formed by the repeated intrusion of magma, which may, or may not, be of the same origin. According to the result of the RCF model, these plutons were differentiated by simple fractional crystallization, and they were assimilated relatively less than the anorthositic rocks.

• Geomechanics and Engineering
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• 제19권2호
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• pp.153-165
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• 2019

A case study of monitoring and analysis of surface settlement induced by tunneling of Tabriz metro line 2 (TML2) is presented in this paper. The TML2 single tunnel has been excavated using earth pressure balanced TBM with a cutting-wheel diameter of 9.49 m since 2015. Presented measurements of surface settlements, were collected during the construction of western part of the project (between west depot and S02 station) where the tunnel was being excavated in sand and silt, below the water table and at an average axis depth of about 16 m. Settlement readings were back-analyzed using Gaussian formula, both in longitudinal and transversal directions, in order to estimate volume loss and settlement trough width factor. In addition to settlements, face support and tail grouting pressures were monitored, providing a comprehensive description of the EPB performance. Using the gap model, volume loss prediction was carried out. Also, COB empirical method for determination of the face pressure was employed in order to compare with field monitored data. Likewise, FE simulation was used in various sections employing the code Simulia ABAQUS, to investigate the efficiency of numerical modelling for the estimating of the tunneling induced-surface settlements under such a geotechnical condition. In this regard, the main aspects of a mechanized excavation were simulated. For the studied sections, numerical simulation is not capable of reproducing the high values of in-situ-measured surface settlements, applying Mohr-Coulomb constitutive law for soil. Based on results, for the mentioned case study, the range of estimated volume loss mostly varies from 0.2% to 0.7%, having an average value of 0.45%.

• Advances in aircraft and spacecraft science
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• 제3권1호
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• pp.15-28
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• 2016

Although the aircraft industry was the first to use fibre composites, now they are increasingly used in a range of structural applications such as flooring, decking, platforms and roofs. Interlayer delamination is a major failure mode which threatens the reliability of composite structures. Delamination can grow in size under increasing loads with time and hence leads to severe loss of structural integrity and stiffness reduction. Delamination reduces the natural frequency and as a consequence may result in resonance. Hence, the study of the effects of delamination on the free vibration behaviour of multilayer composite structures is imperative. The focus of this paper is to develop a 3D FE model and investigate the free vibration behaviour of fibre composite multilayer sandwich panels with interlayer delaminations. A series of parametric studies are conducted to assess the influence of various parameters of concern, using a commercially available finite element package. Additionally, selected points in the delaminated region are connected appropriately to simulate bolting as a remedial measure to fasten the delamination region in the aim of reducing the effects of delamination. First order shear deformation theory based plate elements have been used to model each sandwich layer. The findings suggest that the delamination size and the end fixity of the plate are the most important factors responsible for stiffness reduction due to delamination damage in composite laminates. It is also revealed that bolting the delaminated region can significantly reduce the natural frequency variation due to delamination thereby improving the dynamic performance.

• Structural Engineering and Mechanics
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• 제78권5호
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• pp.599-610
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• 2021

Early detection of small concrete crack or reinforcement corrosion is necessary for Structural Health Monitoring (SHM). Global vibration based methods are advantageous over local methods because of simple equipment installation and cost efficiency. Among vibration based techniques, FRF based methods are preferred over modal based methods. In this study, a new coupled method using frequency response function (FRF) and proper orthogonal modes (POM) is proposed by using the dynamic characteristic of a damaged beam. For the numerical simulation, wave finite element (WFE), coupled with traditional finite element (FE) method is used for effectively incorporating the damage related information and faster computation. As reported in literature, hybrid combination of wave function based wave finite element method and shape function based finite element method can addresses the mid frequency modelling difficulty as it utilises the advantages of both the methods. It also reduces the dynamic matrix dimension. The algorithms are implemented on a three-dimensional reinforced concrete beam. Damage is modelled and studied for two scenarios, i.e., crack in concrete and rebar corrosion. Single and multiple damage locations with different damage length are also considered. The proposed methodology is found to be very sensitive to both single- and multiple- damage while being computationally efficient at the same time. It is observed that the detection of damage due to corrosion is more challenging than that of concrete crack. The similarity index obtained from the damage parameters shows that it can be a very effective indicator for appropriately indicating initiation of damage in concrete structure in the form of spread corrosion or invisible crack.

• Structural Engineering and Mechanics
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• 제87권1호
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• pp.47-56
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• 2023

Any pre-existed delamination defect present during manufacturing or induce during service loading conditions in the wingskin adherend invariably shows a greater loss of structural integrity of the spar wingskin joint (SWJ). In the present study, inter-laminar delamination propagation at the critical location of the SWJ has been carried out using contact and multi-point constraint finite elements available with commercial FE software (ANSYS APDL). Strain energy release rates (SERR) based on virtual crack closure technique have been computed for evaluation of the opening (Mode-I), sliding (Mode-II) and cross sliding (Mode-III) modes of delamination by sequential release of multi point constraint elements. The variations of different modes of SERR are observed to be significant by considering varied delamination lengths, material properties of adherends and radius of curvature of the SWJ panel. The SERR rates are seen to be much different at the two pre-embedded delamination ends. This shows dissimilar delamination propagation rates. The maximum is seen to occur in the delamination front in the unstiffened region of the wingskin. The curvature geometry and material anisotropy of SWJ adherends significantly influences the SERR values. Increase in the SERR values are observed with decrease in the radius of curvature of wingskin panel, keeping its width unchanged. SWJs made with flat FRP composite adherends have superior resistance to delamination damage propagation than curved composite laminated SWJ panels. SWJ made with Boron/Epoxy (B/E) material shows greater resistance to the delamination propagation.

• 자원환경지질
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• 제37권1호
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• pp.61-72
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• 2004

덕음광산 광미야적장과 인접한 논토양의 토양수를 채취하여 토양분석결과와 함께 오염영향을 조사하였다. 시료는 광미야적장을 기준으로 거리별로 채취하였으며 동일지점에서는 깊이별(0, 30, 50cm)로도 채취하였다. 광미야적장과 거리에 따른 원소농도변화는 토양보다 토양수에서 더 뚜렷이 나타나 토양보다 토양수에서의 반응이 더 빠름을 시사한다. 대부분의 토양시료에서 Cd, Pb, Zn, Cu등은 자연배경농도에 비하여 부화되었으나 As과 Ni은 자연농도한계를 넘지 않았다. 국내 토양환경보전법의 기준에 의하면 Pb만이 농경지 오염정화 기준을 초과하였으나 전체용출방법을 채택한 네덜란드 기준과 비교할 때 일부시료에 대해 Cd, Pb 및 Zn의 경우 intervention value를 Cu의 경우 target value를 초과하여 실제 오염영향이 더 클 수 있을 것으로 평가되었다. 토양과 토양수 모두 광미야적장 가까운 곳의 시료들에서 중금속의 농도가 높으며, 연속추출결과 중금속 농도가 높은 토양의 경우 교환 가능한 형태의 비율이 더 높아 광미에서 토양으로 인입된 오염물질들이 주로 교환가능 또는 산화가능과 같이 쉽게 재 용출될 수 있는 형태로 많이 존재함을 알 수 있었다. Cd, Cu, Pb 및 Ni 등의 중금속 원소들이 토양에서 자연농도에 비해 부화되어 있음에도 불구하고 토앙수내 농도는 일반적으로 매우 낮은 농도를 보인다. 이는 산화/환원 상태의 변화에 따라 중금속의 좋은 흡착제인 환원철 황화물 또는 산화철 등이 형성되어 토양수에 존재하는 미량원소들을 제거하기 때문인 것으로 생각된다. 토양수 중금속은 토양표면에 흡착되거나 교환 가능한 형태 등으로 제거되며 pH, Eh와 같은 지구화학조정인자들의 변화에 따라 다시 토양수로 방출되어 식물체에 흡수될 것으로 예상된다. 지구화학모델링 결과, Pb와 Cu에 대해 농도를 조정하는 고형물질이 존재하는 것으로 예측되며, 반면 Zn와 Cd은 흡/탈착에 의해 농도가 조정될 것으로 예상된다. 따라서 토양수를 통한 오염물의 이동은 표면 흡착과 침전등과 같은 반응으로 제한되어 확산범위는 상대적으로 적을 것으로 생각된다. 그러나 중금속들이 토양과 토양수 사이를 반복적으로 거치면서 주변 생태에 미치는 영향이 지속적인 면은 고려되어야 한다.