• Title/Summary/Keyword: 층간 응력

Search Result 109, Processing Time 0.027 seconds

Analysis of Shear Force in Perimeter Column due to Outrigger Wall in a Tall Building (고층 건물의 아웃리거 벽체에 의한 외부 기둥의 전단력 해석)

  • Huang, Yi-Tao;Kim, Han-Soo
    • Journal of the Computational Structural Engineering Institute of Korea
    • /
    • v.31 no.6
    • /
    • pp.293-299
    • /
    • 2018
  • Steel truss outriggers can be replaced by reinforced concrete walls to control the lateral drift of tall buildings. When reinforced concrete outrigger walls are connected to perimeter columns, not only axial forces but also shear forces and moments can be induced on the perimeter columns. In this study, the shear force of the perimeter column due to the rotation of the outer edge of the outrigger wall is derived as analytic equations and the result is compared with the finite element analysis result. In the finite element analysis, the effects of connecting beams at each floor and the effect of modeling shear walls and outriggers with beam element and plane stress element was analyzed. The effect of the connecting beam was almost negligible and the plane stress element was determined to have greater stiffness than the beam element. The inter-story rotation and the shear force of the perimeter column due to the rotation of the outer edge of the outrigger wall was considerably smaller than the allowable value. Therefore, even if the outrigger wall made of reinforced concrete is applied to a tall building, it is considered that there is no need to study the shear force and moment induced in the perimeter columns.

Connection Performance of Steel Moment Frame with Out-of-Plane Beam Skew (면외방향 어긋난 보를 갖는 철골모멘트골조의 접합부 성능)

  • Hong, Jong-Kook
    • Journal of the Korea institute for structural maintenance and inspection
    • /
    • v.26 no.2
    • /
    • pp.84-91
    • /
    • 2022
  • This study investigated the behavior of out-of-plane skewed moment connections that were designed as IMFs, as per the Korean standards. A total of 14 finite element models were constructed with the consideration of two types (single- and double-sided connections) and four levels of skew angle (0°, 10°, 20°, and 30°). The results indicated that the skewed connections considered in this study met the acceptance criteria for IMFs given by the codes. However, the load-carrying capacities of skewed connections were decreased as the skew angle increased. For the connection with a skew angle of 30°, the peak load was noted to be 13% less and the energy dissipation capacity could be 26% less than that of non-skewed connection. In addition, because of the skewed nature, the stress distribution in the skewed beam flange near the connection was asymmetric and the stresses were concentrated on the beam inner flange. Column twisting induced by the skewed configuration was very small and negligible in the beam and column combination considered in this study.

Two Dimensional Size Effect on the Compressive Strength of Composite Plates Considering Influence of an Anti-buckling Device (좌굴방지장치 영향을 고려한 복합재 적층판의 압축강도에 대한 이차원 크기 효과)

  • ;;C. Soutis
    • Composites Research
    • /
    • v.15 no.4
    • /
    • pp.23-31
    • /
    • 2002
  • The two dimensional size effect of specimen gauge section ($length{\;}{\times}{\;}width$) was investigated on the compressive behavior of a T300/924 $\textrm{[}45/-45/0/90\textrm{]}_{3s}$, carbon fiber-epoxy laminate. A modified ICSTM compression test fixture was used together with an anti-buckling device to test 3mm thick specimens with a $30mm{\;}{\times}{\;}30mm,{\;}50mm{\;}{\times}{\;}50mm,{\;}70mm{\;}{\times}{\;}70mm{\;}and{\;}90mm{\;}{\times}{\;}90mm$ gauge length by width section. In all cases failure was sudden and occurred mainly within the gauge length. Post failure examination suggests that $0^{\circ}$ fiber microbuckling is the critical damage mechanism that causes final failure. This is the matrix dominated failure mode and its triggering depends very much on initial fiber waviness. It is suggested that manufacturing process and quality may play a significant role in determining the compressive strength. When the anti-buckling device was used on specimens, it was showed that the compressive strength with the device was slightly greater than that without the device due to surface friction between the specimen and the device by pretoque in bolts of the device. In the analysis result on influence of the anti-buckling device using the finite element method, it was found that the compressive strength with the anti-buckling device by loaded bolts was about 7% higher than actual compressive strength. Additionally, compressive tests on specimen with an open hole were performed. The local stress concentration arising from the hole dominates the strength of the laminate rather than the stresses in the bulk of the material. It is observed that the remote failure stress decreases with increasing hole size and specimen width but is generally well above the value one might predict from the elastic stress concentration factor. This suggests that the material is not ideally brittle and some stress relief occurs around the hole. X-ray radiography reveals that damage in the form of fiber microbuckling and delamination initiates at the edge of the hole at approximately 80% of the failure load and extends stably under increasing load before becoming unstable at a critical length of 2-3mm (depends on specimen geometry). This damage growth and failure are analysed by a linear cohesive zone model. Using the independently measured laminate parameters of unnotched compressive strength and in-plane fracture toughness the model predicts successfully the notched strength as a function of hole size and width.

Modeling of Friction Characteristic Between Concrete Pavement Slab and Subbase (콘크리트 포장 슬래브와 보조기층 간 마찰특성 모형화)

  • Lim, Jin-Sun;Son, Suk-Chul;Liu, Ju-Ho;Jeong, Jin-Hoon
    • International Journal of Highway Engineering
    • /
    • v.12 no.4
    • /
    • pp.211-218
    • /
    • 2010
  • Volume of concrete slab changes by temperature and moisture effects. At that time, tensile stress develops because the slab volume change is restrained by friction resistance between the slab and subbase, and then crack occurs occasionally. Accordingly, researchers have made efforts to figure out the friction characteristics between the slab and subbase by performing push-off tests. Lately, researches to analyze concrete pavement behavior by the friction characteristics have been performed by finite element method. In this study, The friction characteristics between the slab and subbase were investigated based on the friction test results for lean concrete, aggregate, and asphalt subase widely used in Korean concrete pavements. The energy method bilinearizing relation between nonlinear friction resistance and displacement were suggested. The friction test was modeled by 3-D finite element program, ABAQUS, and the model was verified by comparing the analyzed results to the test results. The bilinear model developed by the energy method was validated by comparing analysis results obtained by using the nonlinear and bilinear friction resistance displacement relation as input data. A typical Korean concrete pavement was modeled by ABAQUS and EverFE and analyzed results were compared to evaluate applicability of the bilinear model.

Influence of Strain-Hardening Cement Composite's Tensile Properties on the Seismic Performance of Infill Walls (변형경화형 시멘트 복합체의 인장성능에 따른 끼움벽의 내진성능)

  • Cha, Jun-Ho;Yun, Hyun-Do
    • Journal of the Korea Concrete Institute
    • /
    • v.24 no.1
    • /
    • pp.3-14
    • /
    • 2012
  • This paper describes experimental results on the seismic performance of SHCC (strain-hardening cement composite) infill wall for improving damage tolerance capacity of non-ductile frame. To investigate the effect of tensile strain capacity and cracking behavior of SHCC materials on the shear behavior of SHCC infill wall, three infill walls were fabricated and tested under cyclic loading. The test parameter in this study is a type of cement composites; concrete and SHCCs. The two types of SHCC materials were prepared for infill walls. In order to induce crack damages into the mid-span of the infill wall, each infill wall had two 100-mm-deep-notches on both sides. Test results indicated that SHCC infill walls showed superior crack control capacities and much larger drift ratios at the peak loads than RC (reinforced concrete) infill wall, as expected. In particular, due to the bridging actions of the reinforcing fibers, SHCC matrix used in this study would delay the stiffness degradation of infill wall after the first inclined cracking. Moreover, from the damage classes based on the cracks' maximum width in the infill walls, it was observed that PIW-SHD specimen possessed nearly threefold seismic capacities compared to PIW-SLD specimen. Also, from the results on the strain of diagonal reinforcements, it can be concluded that the SHCC matrix would resist a part of tensile stresses transferred along steel rebar in the infill wall.

Study on the Durability of Composite Tilting Pad Journal Bearing for Turbo Compressor System under Oil-cut Situation (터보 컴프레셔용 복합재료 틸팅 패드 저널 베어링의 오일 공급 중단 상황에서의 내구성 연구)

  • Choe, Kang-Yeong;Jung, Min-Hye;You, Jun-Il;Song, Seung-A;Kim, Seong-Su
    • Composites Research
    • /
    • v.29 no.3
    • /
    • pp.111-116
    • /
    • 2016
  • The tilting pad journal bearing for the turbo compressor application has a role to support high speed and heavy loading rotor. White metal has been widely used for the bearing material but the conventional bearing is immediately suspended and induces serious serious damage to the rotor under the unexpected oil cut situation or the insufficient oil film formation. The carbon fiber reinforced composite having high specific stiffness, specific strength and excellent tribological characteristics can solve these seizure problems. In this work, the study on the durability of high thermal resistance carbon fiber/epoxy composite tilting pad journal bearing under oil cut situation was conducted. The material properties of the composite materials including tensile, compressive and interlaminar properties were measured at room and high temperature of oil cut situation. To investigate the possibility of failure of composite tilting pad journal bearing under oil cut situation, the stress distribution of the composite bearing was analyzed via finite element analysis and the Tsai-Wu Failure index was calculated. To verify the failure analysis results, the oil cut tests for the composite tilting pad journal bearing were conducted using industrial test bench.

MOCVD를 이용한 자발성장 InAs 양자점의 적층 성장 시 발생하는 파장변화량 제어

  • Choe, Jang-Hui;An, Seong-Su;Yu, Su-Gyeong;Lee, Jong-Min;Park, Jae-Gyu;Lee, Dong-Han;Jo, Byeong-Gu;Han, Won-Seok
    • Proceedings of the Korean Vacuum Society Conference
    • /
    • 2011.02a
    • /
    • pp.150-151
    • /
    • 2011
  • 양자점 Laser Diode(LD)는 낮은 문턱전류, 높은 미분 이득을 갖으며 또한 온도변화에도 안정적이기 때문에 광통신분야에서 광원으로 양자점 LD를 사용하기 위한 연구가 계속되고 있다. 양자점은 fill factor가 낮기 때문에 양자점의 밀도를 높이거나 양자점을 적층 성장하여 fill factor를 높인다. 그러나 양자점을 적층 성장하면 각 층간의 응력, 수직적 결합, 전기적인 결합이 생기며 이는 양자점의 전기적, 광학적 특성에 영향을 미친다. 본 연구에서는 metal organic chemical vapor deposition (MOCVD)을 이용하여 InP기판 위에 자발성장 법으로 InAs 양자점을 다주기 성장하였으며 photoluminescence (PL)을 이용하여 광학적 특성을 분석하였다. precursor는 trimethylindium (TMI), trimethylgalium (TMGa), $PH_3$, $AsH_3$를 사용하였으며 carrier gas는 $H_2$를 사용하였다. InAs 양자점은 1100 nm의 파장을 갖는 InGaAsP barrier 위에 성장하였고, InAs와 InGaAsP의 성장온도는 $520^{\circ}C$이며 InAs 양자점 성장시 V/III 비는 3.66으로 일정하게 유지하였다. 그림 1은 양자점 성장시간을 0.11분으로 고정하여 3주기(A), 5주기(B), 8주기(C) 성장한 구조이며 그림 2는 양자점 성장시간을 3주기마다 0.01분씩 줄여가며 3주기는 0.11분${\times}$3(D), 6주기는 0.11분${\times}$3+0.10분${\times}$3(E), 9주기는 0.11분${\times}$3+0.10분${\times}$3+0.09분${\times}$3(F) 으로 성장한 성장구조이다. 각 성장한 시료는 PL을 이용하여 파장과 반치폭을 측정하였다. 그림 3은 양자점 성장시간을 고정한 시료 A, B, C의 PL파장과 PL반치폭 데이터이다. PL파장은 A, B, C 시료 각각 1504 nm, 1571 nm, 1702 nm이며 반치폭은 각각 140 meV, 140 meV, 150 meV이다. PL파장과 반치폭은 각각 3주기에서 6주기로 증가할 때 67 nm, 0 meV 6주기에서 9주기로 증가할 때는 131 nm, 10 meV 증가하였다. 다음 그림4는 양자점 성장시간을 조절하여 성장한 양자점 시료 D, E, F의 PL파장과 PL반치폭 데이터이다. PL파장은 D, E, F 시료 각각 1509 nm, 1556 nm, 1535 nm이며 반치폭은 각각 137 meV, 138 meV, 144 meV이다. PL파장과 반치폭은 각각 3주기에서 6주기로 증가할 때 47 nm, 1 meV 증가하였고, 6주기에서 9주기로 증가할 때는 21 nm 감소, 6 meV 증가하였다. 양자점 성장시간을 고정하여 다주기를 성장하였고 또 3주기마다 양자점 성장시간을 달리하여 다주기를 성장하였으며 PL을 이용해 광학적 특성을 연구하였다. 성장된 양자점의 PL 파장과 PL 반치폭 변화를 통해 적층구조에서 성장 주기가 늘어날수록 양자점의 크기가 증가하는 것을 확인하였고 또한 적층성장을 할 때 양자점 성장시간을 줄임으로써 양자점의 크기 변화를 제어 할 수 있었다.

  • PDF

Influence of Acid and Base Surface Treatment of Multi-Walled Carbon Nanotubes on Mechanical Interfacial Properties of Carbon Fibers-Reinforced Composites (산-염기 표면처리된 MWNTs의 첨가가 탄소섬유 강화 복합재료의 기계적 계면특성에 미치는 영향)

  • Jung, Gun;Nah, Chang-Woon;Seo, Min-Kang;Byun, Joon-Hyung;Lee, Kyu-Hwan;Park, Soo-Jin
    • Polymer(Korea)
    • /
    • v.36 no.5
    • /
    • pp.612-616
    • /
    • 2012
  • In this work, the effect of chemical treatments of multi-walled carbon nanotubes (MWNTs) on the mechanical interfacial properties of carbon fiber fabric-reinforced composites was investigated. The surface properties of the MWNTs were determined by acid and base values, Fourier transform infrared spectroscopy (FTIR), and X-ray photoelectron spectroscopy (XPS) analyses. The mechanical interfacial properties of the composites were assessed by interlaminar shear stress (ILSS) and critical stress intensity factor ($K_{IC}$). The chemical treatments based on acid and base reactions led to a significant change of surface characteristics of the MWNTs, especially A-MWNTs/carbon fibers/epoxy composites had higher mechanical properties than those of B-MWNTs and non-treated MWNTs/carbon fibers/epoxy composites. These results were probably due to the improvement of interfacial bonding strength, resulting from the acid-base interaction and hydrogen bonding between the epoxy resins and the MWNT fillers.

Geological Structures of the Limesilicates in the Songgang-ri, Cheongsong-gun, Korea (청송군 송강리 석회규산염암류의 지질구조)

  • Kang, Ji-Hoon
    • The Journal of the Petrological Society of Korea
    • /
    • v.27 no.3
    • /
    • pp.139-151
    • /
    • 2018
  • The Songgang-ri area, Cheongsong-gun, which is located in the Sobaeksan province of Yeongnam Massif near the southwestern boundary of Yeongyang subbasin of Gyeongsang Basin, consists of age unknown metamorphic rocks (banded gneiss, granitic gneiss, limesilicates) and age unknown igneous rock (granite gneiss) which intrudes them. This paper researched the geological structures of the Songgang-ri area from the geometric and kinematic features and the developing sequence of multi-deformed rock structures in the geological outcrops exposed about 170 m along the riverside of Yongjeoncheon in the eastern part of Songgang village, Songgang-ri. In the Songgang-ri geological outcrops are recognized three times (Fn, Fn+1, Fn+2) of folding, three times (Dk-I, Dk-II, Dk-III) intrusion of acidic dykes, one time of faulting, which are different in deformation and intrusion timing each other. These geological structures are at least formed by five times (Dn, Dn+1, Dn+2, Dn+3, Dn+4) of deformation. The Dn deformation is recognized by Fn fold which axial surface is parallel to the regional foliation. The Dn+1 intruded the (E)NE trending Dk-I dyke in the earlier phase and formed the NW trending Fn+1 fold in the later phase under compression of (E)NE-(W)SW direction. There are tight, isoclinal, intrafolial folds, boudinage, ${\sigma}$- or ${\delta}$-type boudins, asymmetric fold, C' shear band as the major deformed rock structures. The Dn+2 intruded the (N)NW trending Dk-II dyke in the earlier phase and formed NE trending Fn+2 fold in the later phase under compression of (N)NW-(S)SE direction. There are open fold and folded boudinage as those. The Dn+2 intruded the Dk-III dyke which cuts the Dk-I and Dk-II dykes and the axial surface of Fn+2 fold. The Dn+3 formed the left-handed reverse oblique-slip fault of NNE trend in which hanging wall moves into the SSE direction. Considering in that such five times of deformation recognized in the Songgang-ri geological outcrops are closely connected to the distribution and geological structure of the constituents in the more regional area as well as Songgang-ri area, the research result is expected to play a great data in clarifying and understanding the geological structure and its development process of the surrounding and boundary constituents of the Yeongnam Massif and Gyeongsang Basin.