• Elastomers and Composites
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• 제38권4호
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• pp.354-362
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• 2003

The use of a petaloid design for the bottom of carbonated poly(ethylene terephthalate)(PET) bottles is widely spread. This study investigated the causes of bottom cracks. The tensile yield stress variations of PET according to the crystallinity and stretch ratio were examined, then the stretch ratio and strength in the bottom area of a blown bottle were analyzed. A crack test was also performed to observe the cracking phenomena. The distribution of the effective stress and maximum principal stress were both examined using computer simulation to seek the influence of the bottom design on crack. It was concluded that the bottom cracks occurred because of inadequate material strength due to the insufficient stretching of PET, plus the coarse design of a petaloid bottom. The stretch ratio at the bottom during bottle blowing should be higher than the strain hardening point of PET to produce enhanced mechanical strength. The cracks in the bottom of the PET bottles occurred through crazing below the yield stress. The maximum principal stress was higher in the valleys of the petaloid bottom than in the rest bottom area, and the maximum principal stress had a strong effect on the cracks.

• 화약ㆍ발파
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• 제30권1호
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• pp.1-8
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• 2012

본 연구에서는 충격 하중을 받은 콘크리트 재료의 내부 주응력 변화를 확인하기 위하여 Visual FEA 유한요소 프로그램으로 콘크리트 재료의 단면을 모델링하여 절점에서의 최대주응력을 분석하였다. 결과적으로, 콘크리트 재료의 탄성계수가 작을수록 최대주응력은 증가하는 것으로 나타났고, 콘크리트 재료의 물성 변화에 따라 최대주응력 편차는 2~3배 차이를 나타냈다.

• 한국지반공학회지:지반
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• 제12권3호
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• pp.5-16
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• 1996

실리카질 모래에 대한 많은 시험결과로부터 삼축압축시첩과 평면변형시험간의 강도관계를 밀도와 파괴시 유효평균주응력의 함수로 표현하였다. 또한 파괴시 평균주응력과 축차응력간의 응력비가 내부마찰각의 함수로 잘 규정되었으며 그 비는 내부마찰각의 증가에 따라 감소하였다. 또한 중간주응력을 최대주응력과 최소주응력으로써 표현하였으며 이론적인 파괴면의 각도와 평면변형시험에서 관찰된 파괴면의 각도가 비교적 잘 일치함이 확인되었다.

• 동력기계공학회지
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• 제14권3호
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• pp.71-76
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• 2010

The safety block which prevents drop of laborers at high altitude was analyzed by finite element method. Elastic analysis was done by Ansys ver. 11.0. and tetrahedral meshing was used. As load applied more vertically at the fixed face of saw tooth, the stress concentration became smaller and the load distributed broader. When load worked at saw tooth and the shape was more straight to the direction of load, most stresses except principal stress became smaller. When the area of the load increased, principal stress and equivalent stress could be decreased simultaneously. A principal stress and other various stresses occurred in 3D shape, therefore revised model which has smaller equivalent stress than other models shows excellence on the stability and the credibility.

• Journal of Biosystems Engineering
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• 제7권2호
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• pp.1-7
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• 1983

경운시(耕耘時) 토양조건(土壤條件) 및 절삭조건(切削條件)에 따른 역토내의 응력분포(應力分布)를 파악(把握)한 목적(目的)으로 토양응력계(土壤應力計)를 시작(詩作)하여 소형토양조(小型土壤槽)을 사용(使用)한 실험(實驗)에서 얻어진 결과(結果)를 요약(要約)하면 다음과 같다. 가. 절삭조건(切削條件) 및 토양조건(土壤條件)은 주응력(主應力)의 방향(方向)에 영향(影響)을 미치지 않는다. 나. 절삭조건(切削條件)에 따른 주응력(主應力)의 크기는 경심(耕深)이 클수록 최대(最大) 주응력(主應力)이 증대(增大)하는 경향(傾向)이 있으나 절삭각(切削角)의 변화(變化)에는 그 영향(影響)이 나타나지 않았다. 다. 토양조건(土壤條件)에 따른 주응력(主應力)의 크기는 토양수분(土壤水分) 함량(含量)이 많아질수록, 점토분(粘土分)이 많을수록 최대(最大) 주응력(主應力)이 증대(增大)하는 경향(傾向)이 있다. 라. 전단면상(剪斷面上)에서의 응력분포(應力分布)는 모래 성분(成分)이 많은 토양(土壤)일수록 상층(上層)의 응력(應力)이 0에 접근(接近)하고 점토성분(粘土成分)이 많은 토양(土壤)일수록 상층(上層)의 응력(應力)이 증가(增加)하여 상하층(上下層)의 응력(應力)이 같아진다.

• Structural Engineering and Mechanics
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• 제73권5호
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• pp.515-527
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• 2020

This paper presents a stress field approach for the shear capacity of stirrup-reinforced concrete beams that explicitly incorporates the contribution of principal tensile stresses in concrete. This formulation represents an extension of the variable strut inclination method adopted in the Eurocode 2. In this model, the stress fields in web concrete consist of principal compressive stresses inclined at an angle θ combined with principal tensile stresses oriented along a direction orthogonal to the former (the latter being typically neglected in other formulations). Three different failure mechanisms are identified, from which the strut inclination angle and the corresponding shear strength are determined through equilibrium principles and the static theorem of limit analysis, similar to the EC-2 approach. It is demonstrated that incorporating the contribution of principal tensile stresses of concrete slightly increases the ultimate inclination angle of the compression struts as well as the shear capacity of reinforced concrete beams. The proposed stress field approach improves the prediction of the shear strength in comparison with the Eurocode 2 model, in terms of both accuracy (mean) and precision (CoV), as demonstrated by a broad comparison with more than 200 published experimental results from the literature.

• 대한기계학회논문집A
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• 제24권3호
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• pp.743-751
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• 2000

Because welding residual stress is formidable result in electric resistance spot welding process, and it detrimentally affect to fatigue crack initiation and growth at nugget edge of spot welded la p joints, it should be considered in fatigue analysis. Thus, accurate prediction of residual stress is very important. In this study, nonlinear finite element analysis on welding residual stress generated in process of the spot welding was conducted, and their results were compared with experimental data measured by X-ray diffraction method. By using their results, the maximum principal stress considered welding residual stress at nugget edge of the spot welded lap joint subjected to tension-shear load was calculated by superposition method. And, the $\Delta$P- $N_f$ relations obtained through fatigue, tests on the IB-type spot welded lap joints was systematically rearranged with the maximum principal stress considered welding residual stress. From the results, it was found th2at fatigue strength of the IB-type spot welded lap joints could be systematically and more reasonably rearranged by the maximum principal stress($\sigma$1max-res considered welding residual stress at nugget edge of the spot welding point.

• Computers and Concrete
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• 제22권2호
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• pp.133-142
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• 2018

The deterioration of existing bridges has become a major problem around the world. In the paper, a new model and an associated stress checking method are proposed for concrete box girders strengthened by external prestressing. The new model called the spatial grid model can analyze all the spatial behaviors clearly by transforming the box girder into discrete orthogonal grids which are equivalent to plate elements. Then the three-layer stresses are employed as the stress checking indices to evaluate the stress state of the plate elements. The initial stress check before strengthening reveals the cracked and potential cracking areas for existing bridges, making the strengthening design more targeted and scientific; the subsequent stress check after strengthening evaluates the strengthening effect and ensures safety. A deficient bridge is selected as the practical example, verifying the accuracy and applicability of the proposed model and stress checking method. The results show that principal stresses in the middle layer of plate elements reflect the main effects of external prestressing and thus are the key stress checking indices for strengthening. Moreover, principal stresses check should be conducted in all parts of the strengthened structure not only in the webs. As for the local effects of external prestressing especially in the areas near anchorage and deviator, normal stresses check in the outer and inner layers dominates and local strengthening measures should be taken if necessary.

• Journal of Oral Medicine and Pain
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• 제16권1호
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• pp.33-72
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• 1991

The purpose of this study was to investigate the stress distribution and the displacement in the temporomandibular joints following the teeth loss patterns. The three dimensional finite element method was used for a mathematical model. The finite element model was composed of 1,632 elements and 2,411 nodes in the mandible with articular disc and mandibular fossa of the temporal bone. The masseter, the temporal and the internal pterygoid muscle forces were applied at each insertion site, bisecting point of gonion and antegonion, tip of the coronoid process, and gonion at the ration of 2:2:1 respectively. The directions of muscles force were obtained from frontal and lateral cephalometric tracings using bony landmarks of the skull. The results were as follows : 1. In control model, the minimum principal stresses were concentrated on the region of anterosuperior part of the condyle head and articular disc, and maximum principal stresses on the anterior part of the condyle head and posterolateral part of the articular disc. 2. In case of unilateral teeth loss, the greater principal stress appeared at the teeth loss side and the principal stresses increased at the teeth loss side as the number of the posterior teeth loss went up. 3. In case of bilateral teeth loss, the principal stresses were greater than those of the control model and as the number of the posterior teeth loss increased, the grater principal stresses on the temporomandibular joints appeared at the both side. 4. When the posterior teeth existed bilateral, the principal stress patterns were similar to those of the control model. 5. The displacement ws directed mainly upward and backward in the upper part of the temporomandibular joints and upward and forward in the largest part of the condyle head. The displacement increased as the number of the posterior teeth loss went up.

• 대한토목학회논문집
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• 제28권1C호
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• pp.53-62
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• 2008

본 논문에서는 직접단순전단변형으로 발생하는 주응력 방향의 회전에 의한 소성변형을 고려할 수 있는 구성모델을 제안하였다. 이 모델은 두 개의 응력면에서 발생하는 응력상태의 변화를 이용하여 각 응력면의 소성변형률을 계산하였다. 두 개의 응력면에서 계산된 소성변형률을 합산하여 전체 소성변형률을 구하였다. 첫번째 응력면은 최대전단응력면을 나타내며 이 응력면은 응력변화에 따라 수평방향을 기준으로 회전한다. 두번째 응력면은 수평방향으로 고정된 수평면을 나타낸다. 초기 수직응력과 수평응력이 서로 다른 상태에 있는 직접단순전단시험의 공시체에서 전단변형으로 발생하는 주응력 방향의 회전현상을 두번째 응력면에 작용하는 응력상태를 이용하여 모델링하였다. 본 모델의 구성관계식은 전단변형으로 인한 흙의 골격변화 즉 체적변화를 수식화하였으며 응력-물의 상관관계를 동시에 묘사할 수 있는 FLAC을 이용하여 모델링하였다. 느슨한 Fraser River 모래의 배수 직접단순전단시험에서 발생하는 전단응력과 체적변화는 주응력 방향의 회전에 따른 소성변형을 포함하고 있으므로 이를 계산하여 구성모델을 검증하였다. 느슨한 모래 지반에 놓인 강성기초의 하중 증가에 따라 발생하는 지반침하를 주응력 방향의 회전을 고려하여 예측하였을 때 실제 계측된 침하량과 유사한 결과를 얻었다. 주응력 방향의 회전을 고려하지 않고 Mohr-Coulomb모델을 이용하여 계산된 침하량은 실제 침하량 또는 제안된 모델이 예측한 침하량의 약 20%정도에 해당하였다.