• Title/Summary/Keyword: 강도분석

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Applicability of Impact-Echo Method for Assessment of Residual Strength of Fire-Damaged Concrete (화해된 콘크리트의 잔존 강도 평가에 있어서 충격-반향 기법의 적용성)

  • Shin, Sung-Woo;Kim, Seung-Yong;Kim, Jeong-Su
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.17 no.5
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    • pp.105-112
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    • 2013
  • In this study, the applicability of impact-echo method for assessment of residual strength of fire-damaged concrete is investigated. A series of standard fire test is performed to obtain fire-damaged concrete specimens. Impact-echo tests are executed on the specimens and the responses are analyzed. Compressive strengths of the fire-damaged concrete are evaluated and correlated with the ultrasonic wave velocities determined from the impact-echo responses. The effectiveness of impact-echo based ultrasonic wave velocity measurement for assessment of residual strength of fire-damaged concrete is discussed.

괘선/구부림 강공과 종이물성과의 상관관계 II

  • 조신환;오홍석;최대웅;여성국
    • Proceedings of the Korea Technical Association of the Pulp and Paper Industry Conference
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    • 2001.11a
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    • pp.203-203
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    • 2001
  • 패선/구부림 가공은 후가공의 일부분으로서. 박스가공 시 종이에 패션치기와 구부림 공정이 들어가게 되며 이때 종이표면이 약할 경우 금이가는 현상이 발생한다. 본 연구 는 이러한 가공과 다층판지의 물성이 패선/구부림 적성에 영향을 미치는가에 대한 연 구로서 2000년도 추계논문발표시 종이 물성 중 패션/구부림 가공에 영향을 주는 것으 로 표면층의 층간결합력과 내절도 그리고 인장강도가 중요한 변수로 작용하는 결과를 얻었으며 이후 이들 영향인자 중 핵심영향인자의 도출을 위하여 침엽수를 배합하지 않 은 상태에서 상질고지 재생펄프를 고해 처리하여 특성을 향상시켜 실제 공정에서 실험 하였다. 1차 실험은 공정실험 전 예비 실험으로서 재생펄프를 공장 refiner를 사용하여 고해 처리하여 강도향상 효과를 분석하였다. 분석결과 인장강도는 증가하나 내절도 향상은 기대에 미치지 못하는 것으로 나타났다. 이에 따라 1차 공정실험 조건을 부착량을 향상 시켜 인장강도를 침엽수 펄프 배합수준으로 끌어올리는 방법을 선택하였으며 그 결과 패선/구부림 적성이 기존대비 양호한 결과를 얻었다. 즉 인장강도 향상으로 침엽수 펄 프를 대체할 수 있다는 결론을 얻었다. 2차 실험은 부착량 대선 refiner를 사용하여 상 질고지 재생펄프를 고해 처리하여 인장강도를 향상시켜 생산하였다. 실험결과 인장강도 가 침엽수펄프 배합 시 대비 동등이상 수준에 있을 경우 패션/구부린 가공 시 금이가 는 터짐문제는 발생하지 않는 것으로 나타났다. 3차 실험은 두 차례 동안 실시된 공정 실험을 기준으로 refining 처리와 부착량 기준을 설정하고 장시간 생산하여 그 특성을 측정하였다. 실험결과 표면층의 인장강도가 낮아질 때 패선/구부림 적성이 약해지는 경 향을 보였으며 인장강도가 기존 침엽수펄프 배합대비 동등이상일 경우 패선/구부림 가 공적성이 양호하게 나타났으며 실제 가공업체에서도 터짐 문제가 발견되지 않았다. 결론적으로 표면층의 인장강도가 패션/구부림에 가장 중요한 변수로 작용하며 어떠 한 형태로 표면층의 인장강도를 향상시킬 경우 침엽수 펄프는 재생펄프로 대체가 가능 할 것으로 판단된다.

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Characteristics of Bond Behavior According to Confinement and Stiffness Ratios of External Confining Jackets (외부구속자켓의 구속비와 강도비에 따른 콘크리트 부착거동의 특성)

  • Choi, Eunsoo;Jung, Chunsung
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.34 no.1
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    • pp.87-94
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    • 2014
  • This study analyzes the characteristics of bond behavior of concrete, which is confined by external jackets such as shape memory alloy (SMA) and steel, according to confinement and stiffness ratios of the external jackets. For this purpose, SMA wires with 1.0 mm diameter and steel plates with 1.0 and 1.5 thickness are used to induce difference on confinement and stiffness ratios and, then, bond strength and behavior are analyzed considering the two factors. When external jakcets are used for the concrete cylinders, bond strengths of specimens increase and their bond failures are transferred from splitting failure to pull-out failure and, thus, the external jackets show confining effect. Bond strenght of concrete increase with increasing confinement and stiffness ratios of the external jackets. However, maximal circumferential strains decrease linearly with increasing the two values.

An Analytical Study on the Ultimate Strength of Concrete Poles (콘크리트 전주의 극한강도에 관한 해석적 연구)

  • Shin, Dong-Geun;Yoon, Ki-Yong;Lee, Seung-Hyun;Yi, Gyu-Sei;Kang, Young-Jong
    • Journal of the Korean Society of Hazard Mitigation
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    • v.7 no.5
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    • pp.19-25
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    • 2007
  • In this study, a program based on the P-M interaction curve is developed to calculate the nominal strength of concrete pole. Using this, it is verified to compare with previous studies and the nominal strength$(M_n)$ of concrete pole is calculated. It is less than the rupture strength$(M_r)$ of the design standard. Thus, to increase nominal strength, several parameters are selected like as size of tension and reinforced bars, position of those, number of reinforcement bars, thickness of concrete pole, and diameter of it. The effects of those are analysed in the study. It is supposed that section of concrete pole are satisfied rupture strength.

Modeling on Compressive Strength in High Performance Concrete Using Porosity (공극률을 이용한 고성능 콘크리트의 압축강도 특성 모델링)

  • Lee, Hack Soo;Kwon, Seung Jun
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.16 no.6
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    • pp.124-133
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    • 2012
  • Compressive strength in concrete increases with time. Regression analysis with time is conventionally performed for strength evaluation and prediction. In this study, hydrate amount is assumed as a function of hydration rate and porosity, and modeling on compressive strength is carried out considering decreasing porosity with time, which does not need the regression analysis with time. For twenty one mix proportions of HPC (High Performance Concrete), DUCOM (FE program) which can simulate the behavior in early aged concrete is utilized, and porosity from each mix proportions is obtained with time. For HPC with OPC (Ordinary Portland Cement) concrete, modeling on compressive strength is performed considering hydration rate, unit content of cement, and porosity with time. For HPC with mineral admixtures, a long-term parameter which can handle long-term strength development is additionally considered. From the comparison with the previous test results, the applicability of the proposed model is verified.

A Study on the Mechanical and Flowing Properties of High-strength Mortar Binding Admixture (고강도 모르타르용 결합재의 유동특성 및 역학특성에 관한 연구)

  • Lee, Sang-Soo;Lee, Yun-Seong;Lee, Kang-Pil
    • Journal of the Korean Recycled Construction Resources Institute
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    • v.4 no.4
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    • pp.105-110
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    • 2009
  • It's important to study about suitable substitutional material of expensive silica fume because it used widely for silica fume as a high-strength mortar binding agent. The main purpose of this study is to check which is the most efficient binder for the expensive silica fume's alternative material. And this study also present basic data about to make high-strength mortar when we use alternative material instead of silica fume through research outcome. Also writers analzed flow properties respectively, so it was founded out the substitutional goods fare like meta-kaolin, HMBA which are less expensive than silica fume because they are in domestic enough.

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Evaluation of Strength and Durability of Mortar using Ferronickel Slag Powder and Admixtures (페로니켈슬래그 미분말 및 혼화재의 복합사용에 따른 모르타르의 강도 및 내구성 평가)

  • Jo, Seol-Ah;Yoo, Jeong-Hwan;Park, Sang-Soon
    • Journal of the Korean Recycled Construction Resources Institute
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    • v.7 no.3
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    • pp.262-270
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    • 2019
  • Ferronickel slag, which is an industrial byproduct, is activated by mechanochemical reaction as a nonferrous metal and can be used as an admixture. Therefore, ferronickel slag is used as a substitute resource of admixture. In this study, to evaluate the effect of mixed of ferronickel slag powder and admixture, a mortar using a mixture of ferronickel slag powder, quicklime, gypsum and calcium chloride was fabricated by vibrated and rolled manufacturing method. Strength were evaluated by flexural and compressive strength tests, and durability was evaluated by performing chlorine ion penetration resistance and chemical resistance test. When the substitution ratio of ferronickel slag powder is constant, it is considered that the mixed use of quicklime, gypsum and calcium chloride as admixtures increases the performance.

Strength Characteristic of Soil Cement for Waste Stone Sludge Mixture (폐석분 혼합토의 쏘일 시멘트 강도 특성)

  • Choi, yong-goo;Park, bum-sic;Kim, young-muk
    • Proceedings of the Korea Contents Association Conference
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    • 2012.05a
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    • pp.113-114
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    • 2012
  • 본 연구는 건설폐기물로 분류되는 석분 슬러지를 성토재로 활용가능성을 분석하기 위한 목적으로 수행하였으며, 강도증진의 방안으로 쏘일 시멘트 효과를 이용하여 양생기간에 따른 일축압축강도를 분석한 결과 성토재로서의 이용가능성을 모색할 수 있는 것으로 판단된다.

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Estimation of Maximum 30-min Intensity using Hourly-based Data in Daegu station (시강우량을 이용한 30분 최대 강우강도 추정방법에 관한 연구)

  • Lee, Joon-Hak;O, Gyeong-Du;Heo, Jun-Haeng
    • Proceedings of the Korea Water Resources Association Conference
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    • 2011.05a
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    • pp.388-391
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    • 2011
  • 강우침식인자를 구하기 위해서는 개별 호우사상의 30분 최대 강우강도를 산정해야 한다. 이를 위해서는 연속된 분단위 강우자료가 필요하지만, 자료 획득이 제한되어 지점별로 보다 얻기 쉬운 시간 단위 강우량을 이용하여 30분 최대 강우강도를 추정하려는 노력이 있어왔다. 본 연구는 시강우량을 이용하여 개별 호우사상의 30분 최대 강우강도를 추정하기 위한 것으로서 대구 지점의 1960년~1999년 기간의 818개 호우사상을 이용하였다. 분류된 호우사상별 30분 최대 강우강도를 기상청으로부터 획득한 분단위 강우자료를 이용하여 산출한 뒤, 이를 참값으로 하여 60분 최대 강우강도와의 상관관계를 분석하였다. 그 결과 대구 지점의 60분 최대 강우강도로부터 30분 최대 강우강도를 추정할 수 있는 변환계수는 1.228로 나타났으며, 고정시간 1시간 최대 강우강도로부터 30분 최대 강우강도를 추정할 수 있는 변환계수는 1.3778로 나타났다.

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Diffusion-Weighted MR Imaging of Various Intracranial Diseases : Clinical Utility (다양한 두개강내 질환의 확산강조 자기공명영상 : 임상적 유용성)

  • 김영준
    • Investigative Magnetic Resonance Imaging
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    • v.2 no.1
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    • pp.104-112
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    • 1998
  • Purpose : To evaluate the clinical utility of diffusion-weighted imaging by analyzing the signal intersity of lesions in patients with various intracranial diseases. Materials and Methods : difusion-weighted MR imaging was prospectively perormed in randomly selected 70 patients with various intracranial idseases. They consisted of 20 patients with acute infarct, 21 patients with chronic infarct of small vessel disease, 14 patients with primary intracranial tumor, three patients with brain metastasis, five patient with brain abscess, five patients with brain abscess, five patients with cerebral hemorrhage, one patient with neurocysticercosis, and one patient with epidermoid cyst. the diffusion-weighted images were obtained immediately after routine T2-weighted imaging on a 1.5T MR unit using single shot spin echo EPI technique with 6500 ms TR, 107ms TE, $128{\times}128$ matrix, 1 number of excitation, $24{\times}24$ field of view, 5-7 mm slice thickness, 2-3 mm inter-slice gap. The diffusion-gradients (b value of ($1000s{\;}/{\;}textrm{mm}^2$)) were applied along three directions(x, y, z). On visual inspection of diffusion-weighted images, the signal intersity of lesions was arbitrarily graded as one of 5 grades. In quantitative assessment, we measured the signal intensity of all the lesions and the contralateral corresponding normal area using round region of interest(ROI), and then calculated the signal intensity ratio of the lesion to the normal brain parenchyma. Results : On visual inspection, markedly hyperintense signals were seen in all cases of acute infarct, brain abscess, epidermoid cyst, and neurocysticercosis in degenerating stage. In all cases of cerebral hematoma, the very high signal internsity was intermingled with low signal intensity. focal very high signal intersity was also seen in a solid portion of the tumor in a patient. the mean signal intensity ratios of all those lesions to the normal brain parenchyma were above 2.5. Gliosis, solid component of brain tumor, brain metastasis, and vasogenic dedma appeared isointense to the normal brain parenchyma in 71%, 64%, 100%, and 67%, respectively ; the mean signal intensity ratios of those lesions to the normal brain parenchyma ranged 1.15 to 1.28 and there was no significant difference among these(p>0.1). Cystic cerebromalacia and necrotic or cystic portions in tumor were markedly or slightly hypointense, and the mean signal intensity ratios were 0.45 and 0.42, respectively. Conclusion : Very high signal intensity of acute infarct, brain abscess, epidermoid cyst, and cystic neurocysticercosis in degenerating stage on diffusion-weighted images may be helpful in differentiating from other diseases that are hypointense or isointense to the normal brain parenchyma. It may be especially useful differentiation of brain abscess from brain tumor with necrotic or cystic portion.

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