• Title/Summary/Keyword: 이소성

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A Study on Moment Redistribution Effect of Continuous I-girder (재분배 모멘트를 고려한 I-거더 연속교의 휨거동에 관한 연구)

  • Joo, Hyunsung;Park, Donghyun;Choi, Byung-Ho;Lee, Hak-Eun
    • 한국방재학회:학술대회논문집
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    • 2011.02a
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    • pp.36-36
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    • 2011
  • I-거더 형식의 연속교 교각 부근에서는 큰 부모멘트가 작용하게 되며 이로 인하여 소성힌지가 생성되게 된다. 소성힌지가 형성됨에 따라 교각 부근의 부모멘트는 감소하게 되며, 정모멘트부의 휨모멘트는 반대로 증가하게 된다. 이러한 모멘트 재분배가 원활히 발생하기 위해서는 소성힌지가 충분한 휨연성 혹은 단면회전 능력을 가지고 있어야 한다. 하지만 고강도 강재를 적용한 연속교에서는 재료연성이 다소 떨어지는 경향이 있고, 재료의 항복응력이 증가할수록 I-거더의 탄성 변형량은 이에 비례하여 증가하므로, 소성변형 능력 및 휨연성이 감소하는 것으로 알려져 있다. 따라서, 고강도 강재를 I-거더 형식의 연속교에 적용할 때 부모멘트부의 휨연성을 정량적으로 예측하여 재분배 모멘트가 원활히 이루어 지는지에 대한 연구가 필요하다. 본 연구에서는 유한요소해석 연구를 통하여 고강도강재 적용 I-거더 연속교의 재분배 모멘트를 고려한 휨거동 대하여 연구를 수행하였다. 연구 결과 재료의 인장 강도가 증가함에 따라 탄성 변형이 증가하며 소성 변형 능력이 저하됨으로 I-거더의 휨연성이 현저하게 감소하는 것으로 나타났다. 또한 소성모멘트 까지 선형거동하는 재료모델을 이용한 간략식을 통하여 연속교의 휨거동을 예측하여 유한요소해석 결과와 비교하였다.

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An Interfacial Crack Model with Inclined Strip Plastic Zones under Mode III Load (모우드 III 하중 하에서 경사진 띠모양의 소성역을 가정한 계면균열 모델)

  • 박재학;엄윤용
    • Transactions of the Korean Society of Mechanical Engineers
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    • v.13 no.2
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    • pp.243-251
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    • 1989
  • Assuming plastic zones spreading out on each slip plane of the two materials under out-of-plane shear loading, the size of each plastic zone is computed. The effect of the different frictional shear stresses in the two materials on the size of each plastic zone and the relative displacement at the crack tip are investigated. The relation between the J-integral in this model and the relative displacement at the crack tip is also obtained.

Inelastic Behavior of H-Shaped Beams with Web Openings under Cyclic Loading (반복하중을 받는 유공 H-형강 보의 소성 거동)

  • Lee, E.T.
    • Journal of Korean Society of Steel Construction
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    • v.13 no.5
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    • pp.513-524
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    • 2001
  • A total of nine H-shaped beams with web openings under cyclic loading condition were investigated. The dimension criteria are based on the formulae proposed by Darwin. The suitability of existing design formulae the effects of plastic hinge on beams with web openings the fracture around the web openings and the influence of cracks neighboring web openings to the beam strength under cyclic loading were also investigated through the observation of the behavior of these beams with various opening dimensions. locations numbers and spacing between the two openings.

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Estimation of Transient Creep C(t)-integrals for SE(B) Specimen Under Elastic-Plastic-Creep Conditions (탄성-소성-크리프 상태에서 SE(B) 시편의 천이크리프 C(t)-적분 평가)

  • Lee, Han-Sang;Je, Jin-Ho;Kim, Dong-Jun;Kim, Yun-Jae
    • Transactions of the Korean Society of Mechanical Engineers A
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    • v.39 no.9
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    • pp.851-857
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    • 2015
  • In this paper, we estimate the time-dependent C(t) integrals under elastic-plastic-creep conditions. Finite-element (FE) transient creep analyses have been performed for single-edge-notched-bend (SEB) specimens. We investigate the effect of the initial plasticity on the transient creep by systematically varying the magnitude of the initial step load. We consider both the same stress exponent and different stress exponents in the power-law creep and plasticity to elastic-plastic-creep behavior. To estimate the C(t) integrals, we compare the FE analysis results with those obtained using formulas. In this paper, we propose a modified equation to predict the C(t) integrals for the case of creep exponents that are different from the plastic exponent.

Elastic-Plastic Response of Sintered Porous Iron under Combined Tension and Torsion (인장/비틀림 조합하중하의 다공질 철소결체의 탄성-소성 거동)

  • 김기태;권녕삼
    • Transactions of the Korean Society of Mechanical Engineers
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    • v.15 no.1
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    • pp.41-48
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    • 1991
  • A set of constitutive equations is formulated to predict elastic-plastic strain hardening response of sintered porous iron under combined tension and torsion. The proposed constitutive equations were capable of predicting characteristic behaviors of porous metals. Agreement between theoretical curves and experimental data for elastic-plastic response of sintered porous iron was very good for various initial porosities.

A study on Calcination Characteristics of Powdered Oyster Shell (굴패각 재활용 방안에 관한 기초연구 -굴패각 소성가공특성-)

  • Kim, Jong-Oh;Lee, Sang Eun;Lee, Chang-Ho
    • Journal of the Korea Organic Resources Recycling Association
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    • v.15 no.1
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    • pp.143-148
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    • 2007
  • The objective of this study was to investigate the proper conditions of calcination and calcium extraction from powdered oyster shell. The physical characteristics such as particle size distribution, surface morphology, and thermal gravity were examined. The following result were obtained. As the powdered oyster shell was ignited in high temperature of $650^{\circ}C$ to $950^{\circ}C$, the calcination reactions was effectively progressed. The amount of weight loss during calcination would be matched with the generation of carbon dioxide gas. In the calcination of powdered oyster shell, the amount of weight loss increased according to the increased of calcination temperature and the decrease of mean particle size. It was founded that the proper temperature and retention time of calcination was $850^{\circ}C$ and 40 minute. In the extraction of calcium into liquid form using acid addition, the calcination oyster shell was more effective than the non-calcinated shell. The liquid calcium extraction technique using the calcinated oyster shell needed more researches considering cost evaluation.

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A Study on the Fatigue Line with Plastic Rotaional Angle for Steel Structure of the Beam-to-Column Joints (기둥-보 연결 강구조물의 소성회전각에 의한 피로곡선 연구)

  • Kong, Byung Seung
    • Journal of Korean Society of Steel Construction
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    • v.10 no.2 s.35
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    • pp.221-232
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    • 1998
  • This study presents a fatigue line with a plastic rotational angle to a great extent of plastic strain of Low-Cycle-Fatigue period, such as earthquake, etc. This fatigue line with a plastic rotational angle is measured and analysed more simply in practice rather than Woehler's fatigue line which is developed in stress variation of the structure. It shows that the slope of fatigue line with a plastic rotational angle is equal to that with plastic strain through the experiments by proving the correlation that the plastic strain ratio is directly proportional to the plastic rotational angle in plastic hinge. The theory is induced by Manson and Coffin strain fatigue line, and the experiments are tested by ECCS. The location of the plastic hinge is achieved and accurate plastic strain ratio is calculated through FEM.

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Responses of structure to impulsive loading with application of viscoplasticity (점소성론을 이용한 구조물의 충격응답 해석)

  • 김상환
    • Computational Structural Engineering
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    • v.8 no.3
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    • pp.59-66
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    • 1995
  • The dynamic responses of structure under impulsive loading have been investigated according to its duration, based on the theory of viscoplasticity which can appropriately represent the effects of plasticity and rheology simultaneously. The viscoplastic model has been implemented into the two-dimensional finite element system to solve plane stress, plane strain or axi-symmetric problems, and the implicit integration scheme, of which solutions are unconditionally stable for relatively large time step length, has been developed to simulate visoplastic straining with deriving the explicit relationship between stress and strain at a material point level. After simulation, one carefully concludes that the duration as well as magnitude of impulsive loading plays an important role in design of structures.

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Evaluation of plastic flow curve of pure titanium sheet using hydraulic bulge test (유압벌지실험을 이용한 순 티탄늄 판재의 소성유동곡선 평가(제2보))

  • Kim, Young-Suk;Kim, Jin-Jae
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.17 no.4
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    • pp.718-725
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    • 2016
  • In this study, the plastic flow curve of commercially pure titanium sheet (CP Ti) actively used in the plate heat exchanger etc., was evaluated. The plastic flow curve known as hardening curve is a key factor needed in conducting finite element analyses (FEA) for the forming process of a sheet material. A hydraulic bulge test was performed on the CP Ti sheet and the strain in this test was measured using the DIC method and ARAMIS system. The measured true stress-true strain curve from the hydraulic bulge test (HBT) was compared with that from the tensile test. The measured true stress-true strain curve from the hydraulic bulge test showed stable plastic flow curve over the strain range of 0.7 which cannot be obtained in the case of the uniaxial tensile test. The measured true stress-true strain curve from the hydraulic bulge test can be fitted well by the hardening equation known as the Kim-Tuan model.

Characteristics of Manufacturing for Special Cement Using High Chlorine by-product (고염소 부산물을 이용한 특수시멘트 제조 특성)

  • Moon, Kiyeon;Cho, Jinsang;Choi, Moonkwan;Cho, Kyehong
    • Resources Recycling
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    • v.30 no.6
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    • pp.68-75
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    • 2021
  • This study aims to investigate the manufacturing process of calcium chloride-based special cement, i.e., CCA (calcium chloro aluminate, C11A7·CaCl2), which uses limestone, by using one type of random industrial by-product, domestic coal ash, cement kiln dust. The manufacturing process of was examined in detail, and the results suggested that the amount of CCA synthesized increased with an increase in the firing temperature. The manufacturing process of CCA was investigated at 1200℃, which was determined as the optimum firing temperature. The results showed that in general, the amount of CCA synthesized tended to increase with an increase in the firing time; however, the clinker melted when the firing time was more than 30 min, thereby suggesting that a firing time of less than 20 min would be suitable for the clinkering process. The optimal firing conditions for manufacturing CCA were obtained as follows: heating rate of 10 ℃/min, firing temperature of 1200 ℃, and holding time of 20 min. The results also suggest that manufacturing CCA will be easier when high chlorine-containing cement kiln dust is used.