• 제목/요약/키워드: specimen condition

검색결과 1,169건 처리시간 0.032초

Study on shear fracture behavior of soft filling in concrete specimens: Experimental tests and numerical simulation

  • Lei, Zhou;Vahab, Sarfarazi;Hadi, Haeri;Amir Aslan, Naderi;Mohammad Fatehi, Marji;Fei, Wu
    • Structural Engineering and Mechanics
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    • 제85권3호
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    • pp.337-351
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    • 2023
  • In this paper, the shear behavior of soft filling in rectangular-hollow concrete specimens was simulated using the 2D particle flow code (PFC2D). The laboratory-measured properties were used to calibrate some PFC2D micro-properties for modeling the behavior of geo-materials. The dimensions of prepared and modeled samples were 100 mm×100 mm. Some disc type narrow bands were removed from the central part of the model and different lengths of bridge areas (i.e., the distance between internal tips of two joints) with lengths of 30 mm, 50 mm, and 70 mm were produced. Then, the middle of the rectangular hollow was filled with cement material. Three filling sizes with dimensions of 5 mm×5 mm, 10 mm×5 mm, and 15 mm×5 mm were provided for different modeled samples. The parallel bond model was used to calibrate and re-produce these modeled specimens. Therefore, totally, 9 different types of samples were designed for the shear tests in PFC2D. The shear load was gradually applied to the model under a constant loading condition of 3 MPa (σc/3). The loading was continued till shear failure occur in the modeled concrete specimens. It has been shown that both tensile and shear cracks may occur in the fillings. The shear cracks mainly initiated from the crack (joint) tips and coalesced with another one. The shear displacements and shear strengths were both increased as the filling dimensions increased (for the case of a bridge area with a particular fixed length).

Mechanical and durability of geopolymer concrete containing fibers and recycled aggregate

  • Abdelaziz Yousuf, Mohamed;Orhan, Canpolat;Mukhallad M., Al-Mashhadani
    • Computers and Concrete
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    • 제30권6호
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    • pp.421-432
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    • 2022
  • Recently, the interminable ozone depletion and the global warming concerns has led to construction industries to seek for construction materials which are eco-friendly. Regarding this, Geopolymer Concrete (GPC) is getting great interest from researchers and scientists, since it can operate by-product waste to replace cement which can lead to the reduction of greenhouse gas emission through its production. Also, compared to ordinary concrete, geopolymer concrete belongs improved mechanical and durability properties. In spite of its positive properties, the practical use of geopolymer concrete is currently limited. This is primarily owing to the scarce structural, design and application knowledge. This study investigates the Mechanical and Durability of Geopolymer Concrete Containing Fibers and Recycled Aggregate. Mixtures of elastoplastic fiber reinforced geopolymer concrete with partial replacement of recycled coarse aggregate in different proportions of 10, 20, 30, and 40% with natural aggregate were fabricated. On the other hand, geopolymer concrete of 100% natural aggregate was prepared as a control specimen. To consider both strength and durability properties and to evaluate the combined effect of recycled coarse aggregate and elastoplastic fiber, an elastoplastic fiber with the ratio of 0.4% and 0.8% were incorporated. The highest compressive strength achieved was 35 MPa when the incorporation of recycled aggregates was 10% with the inclusion of 0.4% elastoplastic fiber. From the result, it was noticed that incorporation of 10% recycled aggregate with 0.8% of the elastoplastic fiber is the perfect combination that can give a GPC having enhanced tensile strength. When specimens exposed to freezing-thawing condition, the physical appearance, compressive strength, weight loss, and ultrasonic pulse velocity of the samples was investigated. In general, all specimens tested performed resistance to freezing thawing. the obtained results indicated that combination of recycled aggregate and elastoplastic fiber up to some extent could be achieved a geopolymer concrete that can replace conventional concrete.

딥러닝을 이용하여 진동 응답 기반 비선형 변환 접근법을 적용한 단일 랩 조인트의 접착 면적 탐지 시스템 (Adhesive Area Detection System of Single-Lap Joint Using Vibration-Response-Based Nonlinear Transformation Approach for Deep Learning)

  • 김민제;김동윤;윤길호
    • 한국전산구조공학회논문집
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    • 제36권1호
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    • pp.57-65
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    • 2023
  • 본 연구는 딥러닝을 위한 비선형 변환 접근법을 사용하여 Single-lap joint의 접착 영역을 조사하기 위한 진동 응답 기반 탐지 시스템을 제시한다. 산업 혹은 공학 분야에서 분해가 쉽지 않은 구조 내에 보이지 않는 부분의 상태와 접착된 구조의 접착 부위 상태를 알기 어려운 문제가 있다. 이러한 문제를 해결하기 위해 본 연구는 비선형 변환을 이용하여 기준 시편의 진동 응답으로 다양한 시편의 접착 면적을 조사하는 탐지 방법을 제안한다. 이 연구에서는 CNN 기반 딥러닝으로 진동 특성을 파악하기 위해 비선형 변환을 적용한 주파수 응답 함수를 사용했고 분류를 위해 가상의 스펙트로그램을 사용했다. 또한, 제시된 방법을 검증하기 위해 알루미늄, 탄소섬유복합재 그리고 초고분자량 폴리에틸렌 시편에 대한 진동 실험, 분석적 해, 유한요소해석을 수행했다.

비파괴 기법을 이용한 스마트 복합재료의 열충격손상평가 (Evaluation on Thermal Shock Damage of Smart Composite using Nondestructive Technique)

  • 이진경;박영철;이규창;이준현
    • Composites Research
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    • 제20권3호
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    • pp.37-42
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    • 2007
  • 금속복합재료에서는 강화재와 기지재 사이의 열팽창계수 차이에 의해 복합재료 내부에 잔류응력이 남아있어 복합재료 전체의 강도저하를 가져온다. 본 연구에서는 TiNi 형상기억합금을 강화재료로써 이러한 잔류응력 문제를 해결하기 위하여 이용하였다. TiNi 형상기억합금은 형상기억효과를 이용하여 복합재료의 잔류응력문제를 해결할 뿐만 아니라 복합재료의 인장강도를 증가시키는 역할을 한다. 핫프레스 방법에 의해 제작된 형상기억복합재료의 강도증가를 위하여 냉간압연을 실시하여 실험을 실시하였다. 이와 같이 제작된 형상기억복합재료의 저온에서의 미시적 손상거동을 평가하기 위하여 음향방출기법을 이용하였다. 또한 열충격을 받은 시험편의 손상에 대한 연구도 이루어졌다.

급속소결이 다층 지르코니아 치과보철물의 변연 및 내면 적합도에 미치는 영향 (Effect of the speed sintering schedule on the marginal and internal gaps of multi-layered zirconia prothesis)

  • 김세연;김재홍
    • 대한치과기공학회지
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    • 제44권1호
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    • pp.1-7
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    • 2022
  • Purpose: The purpose of this in vitro study is to evaluate the clinical acceptability of the marginal discrepancies and internal spacing of multi-layered zirconia prothesis by speed sintering. Methods: The two specimen types come from the same manufacturer but differ in the ingredients in layered zirconia and indication, that is anterior and posterior. The designs of both specimens were full contour crowns, and a total of 20 pieces were repeatedly fabricated, 10 for each group. The specimens were divided into two subgroups (n=10) and sintered with various total times (4 hours, 8 hours) at the maximum temperature (1,530℃). The gap between the two groups of multi-layered zirconia prostheses was measured using a silicone replica technique of 2D analysis method. The independent sample t-test was then used to compare and analyze the data obtained from the two groups (α=0.05). Results: The marginal and internal gap was superior in the 8-hour compared to the 4-hour group, and the results exhibited significant differences (p<0.05). All specimens showed that using the speed sintering schedule does not exceed the clinically permitted value of 120 ㎛, meaning zirconia prothesis using the speed sintering was adequate. Conclusion: The sintering condition is shown to affect the marginal and internal gaps of multi-layered zirconia restoration.

인장 시험을 이용한 열가소성 복합재료 유도용접 전단강도 평가방법에 대한 고찰 (A Study on the Evaluation Method of Lap Shear Strength for Induction Welding of Thermoplastic Composites using Tensile Test)

  • 백인석;이석순
    • 항공우주시스템공학회지
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    • 제16권1호
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    • pp.12-16
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    • 2022
  • 유도 용접은 비접촉식으로 깨끗하고 빠른 공정으로 현재 주목받고 있다. 하지만 열가소성 수지는 전자기장에 영향을 받지 않기 때문에 유도 용접은 서셉터(Susceptor)라는 발열체가 필요하다. 고품질 접합을 목표로 연구가 진행되고 있지만, 결국 발열체라는 이물질이 들어가기 때문에 기준이 필요하다. 시편의 제작과 시험은 ASTM D5868에 근거하여 진행된다. 본 논문에서 평가 기준은 용접된 접합면의 상태와 기공률, 전단강도로 총 3가지를 근거로 판단할 것을 제안한다. 용접되는 접착면은 용융되고 냉각되면서 고형화가 되기 때문에 급격한 온도 변화는 기공을 발생시킬 수 있다. 또한 가열이 균일하지 않다면 원하는 성능을 기대하기 힘들다. PA6 (CF 30%) 엔지니어링 플라스틱을 이용하여 서셉터 제작과 유도 용접 그리고 성능 검증으로 진행하였다.

Development of exothermic system based on internet of things for preventing damages in winter season and evaluation of applicability to railway vehicles

  • Kim, Heonyoung;Kang, Donghoon;Joo, Chulmin
    • Smart Structures and Systems
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    • 제29권5호
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    • pp.653-660
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    • 2022
  • Gravel scattering that is generated during operation of high-speed railway vehicle is cause to damage of vehicle such as windows, axle protector and so on. Especially, those are frequently occurred in winter season when snow ice is generated easily. Above all, damage of vehicle windows has not only caused maintenance cost but also increased psychological anxiety of passengers. Various methods such as heating system using copper wire, heating jacket and heating air are applied to remove snow ice generated on the under-body of vehicle. However, the methods require much run-time and man power which can be low effectiveness of work. Therefore, this paper shows that large-area heating system was developed based on heating coat in order to fundamentally prevent snow ice damage on high-speed railway vehicle in the winter season. This system gives users high convenience because that can remotely control the heating system using IoT-based wireless communication. For evaluating the applicability to railroad sites, a field test on an actual high-speed railroad operation was conducted by applying these techniques to the brake cylinder of a high-speed railroad vehicle. From the results, it evaluated how input voltage and electric power per unit area of the heating specimen influences exothermic performance to draw the permit power condition for icing. In the future, if the system developed in the study is applied at the railroad site, it may be used as a technique for preventing all types of damages occurring due to snow ice in winter.

일축대칭 FRP 부재의 전체좌굴에 관한 실험적 연구 (Experimental Study on Global Buckling of Singly Symmetric FRP Members)

  • 이승식
    • 대한토목학회논문집
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    • 제26권1A호
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    • pp.99-106
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    • 2006
  • 일축대칭의 단면특성을 갖는 T형 부재는 단면의 특성상 축방향 압축력으로 인하여 전체좌굴이 발생할 경우 휨-비틀림 좌굴이 지배모드가 된다. 인발성형 T형 부재의 휨-비틀림 좌굴거동을 실험적 연구를 통하여 알아보았다. E-glass/vinylester와 E-glass/polyester로 만들어진 2종류의 인발성형 부재가 사용되었으며, 보강층의 배치, 보강층의 두께, 구성물질의 부피비, 역학적 성질 등을 실험적으로 규명하였다. 좌굴실험에서 휨 및 비틀림에 대한 단순지지 조건을 만족시키기 위해서 knife edge를 사용하였으며, 3개의 potentiometer를 사용하여 실험체의 횡변위와 비틀림각을 측정하였다. 모든 실험체에 휨-비틀림 좌굴이 발행하였으며, 대부분의 실험체가 후좌굴 강도를 가지고 있음을 알 수 있었다.

구속 조건에 따른 콘크리트 응력-변형률 관계 (Stress-Strain Relations of Concrete According to the Confining Conditions)

  • 임석빈;한택희;한상윤;강영종
    • 대한토목학회논문집
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    • 제26권4A호
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    • pp.743-752
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    • 2006
  • 다축 응력 상태의 구속된 콘크리트는 구속되지 않은 콘크리트에 비해 강도가 크게 증가한다고 알려져 왔고, 많은 연구자들은 아직도 여러 분야에서 구속된 콘크리트에 대한 연구를 진행 중에 있다. 최근 FRP를 이용한 구속된 콘크리트에 대한 많은 연구가 진행 중에 있지만, FRP는 높은 강도에 비해 취성 재료여서 실제 구조물 적용에 많은 어려움이 있다. 본 연구에서는 높은 강도 및 연성을 갖는 강재로 구속된 콘크리트에 대하여 강재의 구속 강성이 콘크리트의 강도 증진 및 연성거동에 미치는 영향을 알아보기 위해 51개의 시험체를 통해 비교 분석해 보았다. 이 실험을 통해 구속된 콘크리트의 강도 증진 효과 및 연성 거동이 뛰어나게 증가함을 확인하였다. 또한 실험 결과를 회귀분석하여 구속 강성이 콘크리트 응력-변형률 곡선에 미치는 영향을 고려한 CSS(원형 강재 구속 시험체)와 R4S(사각형 이방향 강재 구속 시험체)에 대한 응력-변형률 모델을 제안하였다.

Cutaneous Xanthoma in a Dog

  • Yeonhoo Jung;Moonseok Jang;Rahye Kang;Wanghui Lee;Seongjun Park
    • 한국임상수의학회지
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    • 제40권5호
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    • pp.382-386
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    • 2023
  • A 2-year-old, 12.5 kg, castrated male, mixed-breed dog was presented with a 1-year history of pruritus and progressive alopecia. On physical examination, no remarkable findings were detected including body condition score (5/9). A dermatological examination of the dog revealed generalized erythema, papules or plaques, especially on the face, auricle, dorsum, and shoulder. A fine-needle aspiration of the dorsum and face lesions revealed various numbers of macrophages with foamy cytoplasm and multinucleated giant cells. A bacterial culture test showed the growth of Staphylococcus pseudintermedius. A complete blood cell count was unremarkable and biochemical abnormalities included hyperglobulinemia (4.8 g/dL, reference interval 2.5-4.5 g/dL), mild hypertriglyceridemia (277 mg/dL, reference interval 10-100 mg/dL) and mild hypercholesterolemia (383 mg/dL, reference interval 110-320 mg/dL). Additional diagnostic tests were performed to identify the underlying cause of hyperlipidemia. Canine pancreatic lipase immunoreactivity (<50 ng/mL, reference interval 0-200 ng/mL) and total T4 (1.4 ㎍/dL, reference interval 1.1-5.6 ㎍/dL) were within the reference intervals. For a definitive diagnosis, skin biopsy specimen was collected from the papular lesions on the dorsum by using a 4 mm biopsy punch. A histopathological examination revealed numerous large macrophages with abundant foamy cytoplasm in the dermis. The foamy macrophages were located diffusely between the collagen fibers. Extracellular amorphous lipid deposits were also presented in the dermal tissue. A definitive diagnosis of cutaneous xanthoma was made based on clinical signs and cytological and histopathological results.