• 제목/요약/키워드: compressive stress distribution

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3차원 입자 결합 모델에서 콘크리트의 일축압축실험 모사 적용성 연구 (A Study for the Adaptation of Simulation of Uniaxial Compressive Strength Test for Concrete in 3-Dimensional Particle Bonded Model)

  • 이희광;전석원
    • 콘크리트학회논문집
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    • 제20권2호
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    • pp.147-156
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    • 2008
  • 콘크리트의 일축압축실험에서 축하중이 발생함에 따라 새로운 균열이 발생하고 이 균열의 확장이 파괴의 주된 원인이 되는 경우가 대부분인데 이는 입자 결합 모델에서 입자간의 결합이 파괴되어 해석 대상체의 균열 모사와 유사하게 해석될 수 있어 콘크리트의 표준 공시체에 대하여 일축압축실험의 모사 가능성을 연구하였다. 그러나 입자 결합 모델은 해석 대상체를 입자간의 집합체로 모사하기 때문에 입자간의 결합을 결정하는 미시변수에 의해서 해석 대상의 거시물성이 변하게 되어 이들 변수간의 정량적인 관계를 파악하는 것이 중요하다. 본 연구에서 사용된 접촉 결합 모델에서는 총 8개의 미시변수가 있어 이들 변수와 일축압축실험결과 나오는 거시물성-탄성계수, 일축압축강도, 포아송비-와 콘크리트의 압축파괴거동에 관련이 있는 균열 개시 응력과 일축압축강도와의 비로서 5개의 거시물성에 대하여 부분배치법 및 회귀분석을 통하여 이들 간의 정량적인 관계를 도출하였고 그 결과 일축압축강도를 가정한 가상시료 및 조사 자료로부터 얻은 일축압축강도를 비교적 잘 모사할 수 있었다. 또한 해석을 수행한 공시체의 응력-변형률 곡선이나 응력 수준별 균열 발생의 빈도 및 파괴거동을 관찰한 결과 일반적인 콘크리트의 일축압축하중 하에서의 파괴거동과 상당부분 유사함을 보여 입자 결합 모델을 이용하여 콘크리트 공시체에 대한 일축압축실험을 잘 모사할 수 있다고 본다.

Compressive behavior of concrete under high strain rates after freeze-thaw cycles

  • Chen, Xudong;Chen, Chen;Liu, Zhiheng;Lu, Jun;Fan, Xiangqian
    • Computers and Concrete
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    • 제21권2호
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    • pp.209-217
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    • 2018
  • The dynamic compressive behavior of concrete after freezing and thawing tests are investigated by using the split Hopkinson pressure bar (SHPB) technique. The stress-strain curves of concrete under dynamic loading are measured and analyzed. The setting numbers of freeze-thaw cycles are 0, 25, 50, and 75 cycles. Test results show that the dynamic strength decreases and peak strain increases with the increasing of freeze-thaw cycles. Based on the Weibull distribution model, statistical damage constitutive model for dynamic stress-strain response of concrete after freeze-thaw cycles was proposed. At last, the fragmentation test of concrete subjected to dynamic loading and freeze-thaw cycles is carried out using sieving statistics. The distributions of the fragment sizes are analyzed based on fractal theory. The fractal dimensions of concrete increase with the increasing of both freeze-thaw cycle and strain rate. The relations among the fractal dimension, strain rates and freeze-thawing cycles are developed.

Folded Plate Theory에 의한 압축플랜지의 비선형 해석 (Nonlinear Analysis of Compressive Flange Based on Folded Plate Theory)

  • 정수형;심재수
    • 한국구조물진단유지관리공학회 논문집
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    • 제12권5호
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    • pp.169-178
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    • 2008
  • 압축플랜지의 설계는 단순히 종방향 보강재와 횡방향 보강재로 둘러싸인 서브패널(sub-panel)의 극한거동에 대해 적절한 안전율을 도입하여 이루어져 왔다. 그러나, 종방향 보강재의 수와 강성, 횡방향 보강재의 간격, 초기 변형량과 잔류응력의 분포 등 제 영향을 고려해서 압축플랜지 전체의 극한강도를 결정하는 것이 합리적이다. 본 연구에서는 Folded Plate 이론에 근거하여 압축플랜지에 대해 기하강성의 영향, 재료적 비선형성을 고려한 해석 프로그램을 개발하고 이를 바탕으로 국내에서 실제 시공된 강박스거더교의 압축플랜지에 적용하였다.

임플란트의 수와 어태치먼트의 종류에 따른 하악 임플란트 지지 오버덴춰의 삼차원 광탄성 응력분석 (A THREE DIMENSIONAL PHOTOELASTIC STRESS ANALYSIS OF IMPLANT-SUPPORTED MANDIBULAR OVERDENTURE ACCORDING TO IMPLANT NUMBER AND ATTACHMENT TYPE)

  • 한상훈;태윤섭;진태호;조혜원
    • 대한치과보철학회지
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    • 제35권3호
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    • pp.577-608
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    • 1997
  • The purpose of this study is to evaluate the stress distribution in the bone around dental implants supporting mandibular overdenture according to the number of implant and the type of attachment. Two or four implants were placed in an edentulous mandibular model and three dimensional photoelastic stress analysis was carried out to measure the fringe order around the implant supporting structure and also to calculate principal stress components at cervical area of each implant. The attachments tested were rigid and resilient type of Dolder bar, Round bar, Hader bar and Dal-Ro attchment. The results were as follows ; 1. In 2-implant supported overdenture using Round bar, Hader bar, and Dal-Ro attachment, compressive stress pattern was observed on the supporting structure of implant on loaded side, while tensile stress pattern in unloaded side. 2. In 2-implant supported overdenture using Dolder bar, the rigid Dolder bar shared the occlusal loads between 2 implants in a more favorable manner than was exhibited by the resilient type, while the resilient type placed a more stress on the distocervical area of the implant on the loaded side. But compressive stress pattern was observed in both the loaded and unloaded sides in either case. 3. In 2-implant supported overdenture, rigid and resilient type of Dolder bar exhibited more cross arch involvement than the Round bar, Hader bar, or Dal-Ro attachment. 4. In 4-implant supported overdenture using resilient Dolder bar and Hader bar, stress turned out to be distributed evenly among the implants between loaded and unloaded side, but thor was no reduction in the magnitude of the stress in the surrounding structure of implant contratry to 2-implant supported overdenture. 5. The stress pattern at cervical area of implant was different with the number of implant or the type of attachment but the overload, harmful to surrounding structure of implant, was not observed.

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교합하중이 치경부 응력분포에 미치는 영향에 관한 3차원 유한요소법적 연구 (Effects of occlusal load on the cervical stress distribution: A three-dimensional finite element study)

  • 이형모;허복;김현철;우성관;김광훈;송권;박정길
    • Restorative Dentistry and Endodontics
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    • 제31권6호
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    • pp.427-436
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    • 2006
  • 본 연구의 목적은 3차원유한요소분석법을 이용하여 정상 상악 제2소구치의 협측부의 응력분포에 다양한 교합응력이 미치는 영향을 평가하고자 하였다. 상악 제2소구치의 3차원유한요소모델을 형성한 후 형성된 모델에 3종류의 정적인 500N 점하중의 응력조건을 부여하였다. ANSYS 프로그램 (Swanson Analysis Systems, Inc., Houston, USA)으로 최대주응력과 최소주응력을 4개의 수평면 상(CEJ 상방 1 mm, CEJ 상방 0.5 mm, CEJ, CEJ 하방 0.5 mm)에서 분석하여 다음 결과를 얻었다. 1. peak stress가 협측 백악법랑경계를 따라 비대칭적인 모습으로 나타났다. 2. 압축응력 값은 법랑질의 압축파괴응력 범위 내에 있었지만 인장응력은 법랑질의 인장파괴응력 범위를 넘어섰다. 3. 비우식성치경부병소를 발생시키는 주요인은 설측교두의 협측경사면에 가해지는 교합압에 의한 인장응력이라고 보여진다.

철도적용에서 곡형차량의 구조강도에 관한 연구 (Study on the Structural Strength of Deep Well Rail Car in Railway Applications)

  • 윤성철;김정국
    • 한국정밀공학회지
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    • 제33권4호
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    • pp.317-324
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    • 2016
  • Stress tests were conducted in the carbody of the railroad car to check the structural strength of the body of the railroad car. The objective of this study was to evaluate safety of the carbody of a railroad car under the maximal strength. The carbody of rolling stock is a principal structure that supports major equipment of the underframe and the freight. Therefore, the strength evaluation of this structure is important. This study was carried out to analyze the structure of carbody and evaluate safety under maximum vertical load, compressive load, and torsional load. Accordingly, stress tests were conducted on the carbody to measure the stress on each of their parts. Before the load test, a structural-analysis program was used for the stress distribution analysis of the body structure.

Nd-Fe-B-Cu합금의 변형속도에 따른 열간압축시 응력분포와 자기적 특성에 관한 연구 (A study on the stress Distributions and magnetic properties during Hot-pressing according to Strain Rate of Nd-Fe-B-Cu Alloys)

  • Park, J.D.;Jeung, W.Y.;Kwak, C.S.
    • 한국정밀공학회지
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    • 제10권2호
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    • pp.146-153
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    • 1993
  • Thd specimens were melited in high frequency induction furnace. The samples for measurements were prepared by machining cylinder of 9.5mm diameter and 15mm height. These samples were then hot-pressed according to strain rate ( .epsilon. ). These samples were decanned and cut out, and subsequently heat treated at 1000 .deg. C for 4hours. These were investigated for the change of microstructure, domain pattern, X-ray diffraction and magnetic properties. The stress distributions in the specimens during compressing process were calculated by a finite element method program(SPID). The calculated stresses were effective stress( .sigma. $_{eff}$), compressive direction stress( .sigma. $_{z}$), and shear stress( .tau. $_{rz}$ ). These stresses were compared with the experimental data.a.a.

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열 산화막 성장의 스트레스 의존성에 관한 연구 (Stress Effect of Thermal Oxidation)

  • 윤상호;이제희;원태영
    • 한국전기전자재료학회:학술대회논문집
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    • 한국전기전자재료학회 1996년도 추계학술대회 논문집
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    • pp.67-70
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    • 1996
  • In this paper, the three-dimensional stress effect of thermal oxide is simulated. We developed the three-dimensional finite element numerical simulator including three-dimensional adaptive mesh generator that is able to refine and eliminate nearby moving boundary of oxide, and oxidation solver with stress model. The main effect of deformation at the coner area of oxide is due to distribution of oxidant, but the deformation of oxide is affected by the stress in the oxide. In the island structure which is the structure mostly covered with nitride and a coner is opened to oxidation, oxidation is reduced at the coner by compressive stress. In the hole structure which is the structure mostly opened to oxide and a coner is covered with nitride, however, oxidation is increased at the coner by tensile stress.

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Local compression에 의한 CTOD 시편내의 용접잔류응력 재분포 (Redistributions of Welding Residual Stress for CTOD Specimen by Local Compression)

  • 주성민;윤병현;장웅성;방한서;방희선;노찬승
    • Journal of Welding and Joining
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    • 제27권6호
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    • pp.31-35
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    • 2009
  • When conducting CTOD test, especially in thick welded steel plate, fatigue pre-cracking occasionally failed to satisfy the requirements of standards thus making the test result invalid. Internally accumulated residual stress of test piece has been thought as one of the main reasons. The propagation of fatigue crack, started from the tip of machined notch, which might have propagated irregularly due to residual stress field. To overcome this kind of difficulty three methods to modify the residual stress are suggested in standard i.e. local compression, reverse bending and stepwise high-R ratio method. In this paper not only multi pass welding but also local pre-compressing process of thick steel plate has been simulated using finite element method for clarifying variation of internal welding residual stress. The simulated results show that welding residual stress is compressive in the middle section of the model and it is predominantly increased after machining the specimen. Comparing as-welded state all component of the welding residual stress changing to compressive in the tip of machine notch whereas residual stress of the outer area remain as tensile condition relatively. Analysis results also show that this irregular residual stress distribution is improved to be more uniformly by applying local compression.

The influence of various core designs on stress distribution in the veneered zirconia crown: a finite element analysis study

  • Ha, Seung-Ryong;Kim, Sung-Hun;Han, Jung-Suk;Yoo, Seung-Hyun;Jeong, Se-Chul;Lee, Jai-Bong;Yeo, In-Sung
    • The Journal of Advanced Prosthodontics
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    • 제5권2호
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    • pp.187-197
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    • 2013
  • PURPOSE. The purpose of this study was to evaluate various core designs on stress distribution within zirconia crowns. MATERIALS AND METHODS. Three-dimensional finite element models, representing mandibular molars, comprising a prepared tooth, cement layer, zirconia core, and veneer porcelain were designed by computer software. The shoulder (1 mm in width) variations in core were incremental increases of 1 mm, 2 mm and 3 mm in proximal and lingual height, and buccal height respectively. To simulate masticatory force, loads of 280 N were applied from three directions (vertical, at a $45^{\circ}$ angle, and horizontal). To simulate maximum bite force, a load of 700 N was applied vertically to the crowns. Maximum principal stress (MPS) was determined for each model, loading condition, and position. RESULTS. In the maximum bite force simulation test, the MPSs on all crowns observed around the shoulder region and loading points. The compressive stresses were located in the shoulder region of the veneer-zirconia interface and at the occlusal region. In the test simulating masticatory force, the MPS was concentrated around the loading points, and the compressive stresses were located at the 3 mm height lingual shoulder region, when the load was applied horizontally. MPS increased in the shoulder region as the shoulder height increased. CONCLUSION. This study suggested that reinforced shoulder play an essential role in the success of the zirconia restoration, and veneer fracture due to occlusal loading can be prevented by proper core design, such as shoulder.