• Title/Summary/Keyword: 와강도

Search Result 2,627, Processing Time 0.031 seconds

Strength of sandwich-to-laminate single-lap bonded joints in elevated temperature and wet condition (샌드위치와 적층판을 접착한 단일겹침 체결부의 고온습도 강도특성 연구)

  • Choi, Bae-Hyun;Kweon, Jin-Hwe;Choi, Jin-Ho;Shin, Sang-Jun;Song, Min-Hwan
    • Journal of the Korean Society for Aeronautical & Space Sciences
    • /
    • v.38 no.11
    • /
    • pp.1115-1122
    • /
    • 2010
  • The main objective of this study is to experimentally investigate the effect of adhesive thickness and environmental conditions on the failure and strength of sandwich-to-laminate bonded joints. Three different adhesive thicknesses (t=0.2, 2 and 4 mm) and two different environmental conditions were considered. Environmental conditions include the RTD(room temperature and dry condition) and ETW(elevated temperature and wet condition). Test results show as the adhesive thickness increases from 0.2 mm to 2 and 4 mm, the joint strength decreases 16 and 30%, respectively. Regarding the effect of environmental conditions, except for one case, the joint strength in the ETW conditions turned out to be 12% higher than those in the RTD conditions. In the joints with adhesive thickness of 0.2 mm, remarkable difference from RTD condition was not found.

Effects of Shear Reinforcements on the Reinforced High-Strength Lightweight Concrete Beams (고강도 경량 철근콘크리트보의 전단보강 효과)

  • Shin, Sung-Woo;Lee, Kwang-Soo;Ahn, Jong-Mun;Choi, Myung-Shin
    • Magazine of the Korea Concrete Institute
    • /
    • v.11 no.1
    • /
    • pp.89-97
    • /
    • 1999
  • In this study, fifteen reinforced high-strength lightweight concrete(HLC)beams were tested to investigate shear behavior of specimens according to shear reinforcement ratio. Test variables are shear span to effective depth ratio(a/d=2.5, 3.5, 4.5) and shear reinforcement ratio(0~1.0${\rho}_{v,ACI}$). Concrete compressive strength and tensile steel reinforcement ratio are constantly 439kg/$cm^2$ and 0.0203, respectively. Test results for the HLC beams showed that ACI code equation underestimates the shear strength of concrete($V_c$), and overestimates the shear strength of shear reinforcements($V_s$). It is revealed that the effectivenesses of shear reinforcements of reinforced HLC beams are lower than those of normal weight concrete beams. Then, the shear strengths of shear reinforcements are increased in proportion not to first degree of shear reinforcement ration but to square root of them.

Development of Hybrid Fiber-reinforced High Strength Lightweight Cementitious Composite (하이브리드 섬유로 보강한 고강도 경량 시멘트 복합체의 개발)

  • Bang, Jin-Wook;Kim, Jung-Su;Lee, Bang-Yeon;Jang, Young-Il;Kim, Yun-Yong
    • Composites Research
    • /
    • v.23 no.4
    • /
    • pp.35-43
    • /
    • 2010
  • The purpose of this paper is to develop a Hybrid Fiber-reinforced High Strength Lightweight Cementitious Composite (HFSLCC) incorporated with lightweight filler and hybrid fibers for lightness and high ductility. Optimal ingredients and mixture proportion were determined on the basis of the micromechanical analysis and the steady-state cracking theory considering the fracture characteristics of matrix and the interfacial properties between fibers and matrix. Then 4 mixture proportions were determined according to the type and amount of fibers and the experiment was performed to evaluate the mechanical performance of those. The HFSLCC showed 3% of tensile strain, 4.2MPa of ultimate tensile stress, 57MPa of compressive strength and $1,660kg/m^3$ of bulk density. The mechanical performance of HFSLCC incorporated with PVA fibers of 1.0 Vol.% and PE fibers of 0.5 Vol.% is similar to those of the HFSLCC incorporated with fibers of 2.0 Vol.%.

MOCA 대체용(代替用) 신(新) 가황제(加黃劑) Methylene dianthranillic diester류(類)의 성능(性能)

  • Choe, Jun-Cheol
    • Elastomers and Composites
    • /
    • v.12 no.2
    • /
    • pp.157-164
    • /
    • 1977
  • (1) 탄성체(彈性體) MBMA를 가황제(加黃劑)로 사용한 가황체(加黃體)는 MOCA를 가황제(加黃劑)로 한 것 보다 Pot life가 긴 것이 특징(特徵)이다. 물리적(物理的) 특성(特性)에 있어서는 2가지 공(共)히 비승하였으나, 내열성(耐熱性)은 MOCA의 경우가 더 우수(優秀)하였다. 인장강도(引張强度), 신장률(伸張率), 반발탄성(反潑彈性)에 있어서는 MBMA를 사용(使用)한 가황(加黃體)와 MOCA를 사용(使用)한 가황체(加黃體)가 동일(同一)하였으나 압축(壓縮)줄음율은 전자(前者)가 높았다. 인열강도(引裂强度)에 있어서는 10부(部)의 MBMA를 가(加)했을 때 후자(後者)와 동일(同一)하였다. 또 MBIA 가황제(加黃劑)를 사용하였을 경우 인장강도(引張强度), 신장률(伸張率) 그리고 반발탄성등(反潑彈性等)이 MBMA 또는 MOCA의 경우와 거의 동일(同一)하였으나 고무가 부드러운 것이 특징이었다. 다만 100% 모듈러스의 경우 전자(前者)가 후자(後者)들보다 낮은 값이었다. NCO와 OH의 비(比)가 2 : 1인 Prepolymer를 사용한 MBIA가황체(加黃體)(MBIA를 가황제(加黃劑)로 한 가황체(加黃體))는 MBMA 가황체(加黃體) 또는 MOCA 가황체(加黃體)에 비(比)해 인열강도(引裂强度)는 낮았다. 그러므로 인열강도(引裂强度)를 향상(向上)시키기 위하여 NCO와 OH의 비(比)를 2 : 1보다 높은 비율(比率)로 취(取)하면 된다. 내열성(耐熱性)에 있어서 MBIA가황체(加黃體)가 MOCA가황체(加黃體)보다 우수(優秀)하였 고 또 배합작업(配合作業)에 있어서도 MOCA나 MBMA 가황체(加黃體)보다 작업성(作業性)이 용역(容易)하였는 바 이같은 이유(理由)는 전자(前者)의 녹는 점(點)$(70^{\circ}C)$이 후자(後者)들보다 낮기 때문이다. MBIA의 기타(其他) 특성(特性)으로서는 Pot life가 MOCA가황체(加黃體)보다 2.5배(倍) 길었다. 끝으로 MBEHA와 MBCHA가황체(加黃體)의 특징(特徵)은 가황속도(加黃速度)가 MBIA가황체(加黃體)보다 느림과 동시(同時)에 고무자체(自體)가 부드러웠을 뿐만 아니라 물리적(物理的) 특성(特性)도 좋지 않았다. (2) 미세구조용(微細構造用) 포옴라버 미세구조용((微細構造用) 포옴라버를 제조(製造)할 경우 이때까지 사용(使用)해온 MOCA가황제(加黃劑) 대신(代身) MBMA를 가황제(加黃劑)로 대체사용(代替使用)이 가능(可能)한 바, 이를 사용(使用)하였을 때의 물리적(物理的) 특성(特性)은 MOCA를 사용(使用)하였을 때 보다 인열강도(引裂强度), 신장률(伸張率) 그리고 열안정성등(熱安定性等)은 월등(越等)히 우수(優秀)하였다.

  • PDF

A Comprehensive Examination of Autogenous Shrinkage in Ultra-High-Strength Concrete augmented with Graphene and Hollow Glass Powder (그래핀과 유공유리분말을 사용한 초고강도 콘크리트의 자기수축에 관한 실험적 연구)

  • Seo, Tae-Seok;Lee, Hyun-Seung;Kim, Kang-Min
    • Journal of the Korea Institute of Building Construction
    • /
    • v.23 no.5
    • /
    • pp.547-558
    • /
    • 2023
  • This research delves into the fabrication of an ultra-high-strength concrete, enriched with oxidized graphene nanoplatelet(GO) and hollow glass powder(HGP), notably eschewing the conventional inclusion of silica fume(SF). The primary objective was to scrutinize the autogenous shrinkage characteristics of this innovative formulation. It was discerned that the NewMix specimen, which incorporated the cGO(sourced from Company C) and HGP, and intentionally bypassed SF, showcased a commendable 13% reduction in autogenous shrinkage relative to the benchmark(Ref) specimenthat incorporated SF. Moreover, the proclivity for crack formation owing to autogenous shrinkage in the NewMix was observed to manifested by NewMix at the juncture of cracking emerged as the apex value. Attributed to the expansive specific surface area and exemplary dispersibility of cGO, it was postulated that the concrete's pore structure benefitted from enhanced infill, leading to a reduction in autogenous shrinkage. Additionally, the cGO integration fortified the concrete's resistance to crack initiation. Consequently, such an enhancement is posied to be pivotal in mitigating crack propagation resulting from autogenous shrinkage in ultra-high-strength concrete.

Effects of Acute Aerobic Exercise on Blood Pressure, Blood Lipids and Fibrinolytic Markers in Pre-hypertension College-aged Males (고혈압 전단계 대학생들의 단순 일회성 유산소 운동이 혈압, 혈중지질과 섬유소 용해 인자에 미치는 영향)

  • Kim, Daeyeol;Back, Kyoungyeop;Park, Hyeok;Lee, Hayan;Kim, Donghee
    • Journal of the Korea Academia-Industrial cooperation Society
    • /
    • v.18 no.7
    • /
    • pp.140-148
    • /
    • 2017
  • The purpose of this study was to examine the effects of acute aerobic exercise at different intensities on the blood pressure, blood lipids and fibrinolytic markers in pre-hypertension college-aged males. Six subjects performed an acute running exercise at three different intensities(low intensity(LI): 50-60% heart rate reserve(HRR), moderate intensity(MI): 60-70%HRR, and high intensity(HI): 70-80%HRR). The blood pressure(systolic(SBP) and diastolic blood pressure(DBP), blood lipids(total cholesterol(TC) and high-density lipoprotein cholesterol(HDL-C)) and fibrinolytic markers(tissue plasminogen activator(tPA) and plasminogen activator inhibitor-1(PAI-1)) were determined before(PRE), immediately after(POST) and 60minutes after the exercise(60 POST). Results: the SBP in the LI group was significantly increased at POST(p=0.013). The ES levels for the SBP in the MI and HI groups were reduced (-1.33 and -1.23, respectively), though the differences were not significant. The HDL in the MI(p=0.003) and HI(p=0.002) groups were significantly increased at 60 POST. Also, the tPA in the MI(p=0.021) and HI(p=0.042) groups were significantly increased at POST.

Anatomical and Physical Properties of Pitch Pine (Pinus rigida Miller) - The Characteristics of Stem, Branch, Root and Topwood - (리기다소나무(Pinus rigida Miller)의 목재해부학적(木材解剖學的) 및 물리학적성질(物理學的性質)에 관(關)한 연구(硏究) - 간(幹), 지(枝), 근(根), 초두목(梢頭木)의 특성(特性)을 중심(中心)으로 -)

  • Lee, Phil Woo
    • Journal of Korean Society of Forest Science
    • /
    • v.16 no.1
    • /
    • pp.33-62
    • /
    • 1972
  • Pitch pine (Pinus rigida Miller) in Korea has become one of the major silvicultural species for many years since it was introduced from the United States of America in 1907. To attain the more rational wood utilization basical researches on wood properties are primarily needed, since large scale of timber production from Pitch Pine trees has now been accomplishing in the forested areast hroughout the country. Under the circumustances, this experiment was carried out to study the wood anatomical, physical and mechanical properties of Pitch Pine grown in the country. Materials used in this study had been prepared by cutting the selected pitch pine trees from the Seoul National University Forests located in Suwon. To obtain and compare the anatomical and physical properties of the different parts of tree such as stem, branch, top and rootwood, this study had been divided into two categories (anatomical and physical). For the anatomical study macroscopical and microscopical features such as annual ring, intercellular cannal, ray, tracheid, ray trachid, ray parenchyma cell and pit etc. were observed and measured by the different parts (stem, branch, root and topwood) of tree. For the physical and mechanical properties the moisture content of geen wood, wood specific gravity, shrinkage, compression parallel to the grain, tension parallel and perpendicular to the grain, radial and tangential shear, bending, cleavage and hardness wree tested. According to the results this study may be concluded as follows: 1. The most important comparable features in general properties of wood among the different parts of tree were distinctness and width of annual ring, transition from spring to summerwood, wood color, odor and grain etc. In microscopical features the sizes of structural elements of wood were comparable features among the parts of tree. Among their features, length, width and thickness of tracheids, resin ducts and ray structures were most important. 2. In microscopical features among the different parts of tree stem and topwood were shown simillar reults in tissues. However in rootwood compared with other parts on the tangential surface distinctly larger ray structures were observed and measured. The maximum size of unseriate ray was attained to 27 cell ($550{\mu}$) height in length and 35 microns in width. Fusiform rays were formed occasionally the connected ray which contain one or several horizontal cannals. Branchwood was shown the same features like stemwood but the measured values were very low in comparing with other parts of tree. 3. Trachid length measured among the different parts of tree were shown largest in stem and shortest in branchwood. In comparing the tracheid length among the parts the differences were not shown only between stem and rootwood, but shown between all other parts of tree. Trachid diameters were shown widest in rootwood and narrowest in branchwood, and the differences among the different parts were not realized. Wall thickness were shown largest value in rootwood and smallest in branchwood, and the differences were shown between root and top or branchwood, and between stem and branch or top wood, but not shown between other parts of tree. 4. Moisture contents of green wood were shown highest in topwood and lowest in heartwood of stem. The differences among the different parts were recognized between top or heartwood and other parts of tree, but not between root and branchwood or root and sapwood. 5. Wood specific gravities were shown highest in stem and next order root and branchwood, but lowest in topwood. The differences were shown clearly between stemwood and other parts of tree, but not root and branchwood. However the significant difference is realized as most lowest value in topwood. 6. In compression strength parallel to the grain compared among the different parts of tree at the 14 percent of moisture content, highest strength was appeared in stem, next order branch and rootwood, but lowest in topwood. 7. In bending strength compared among the different parts of tree at the 14 percent of moisture content clearly highest strength was shown in branchwood, next order stem and root, but lowest in topwood. Though the branchwood has lower specific gravity than stemwood it was shown clearly high bending strength.

  • PDF