• 제목/요약/키워드: STUD

검색결과 543건 처리시간 0.032초

Seismic performance of CFS shear wall systems filled with polystyrene lightweight concrete: Experimental investigation and design methodology

  • Mohammad Rezaeian Pakizeh;Hossein Parastesh;Iman Hajirasouliha;Farhang Farahbod
    • Steel and Composite Structures
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    • 제46권4호
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    • pp.497-512
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    • 2023
  • Using light weight concrete as infill material in conventional cold-formed steel (CFS) shear wall systems can considerably increase their load bearing capacity, ductility, integrity and fire resistance. The compressive strength of the filler concrete is a key factor affecting the structural behaviour of the composite wall systems, and therefore, achieving maximum compressive strength in lightweight concrete while maintaining its lightweight properties is of significant importance. In this study a new type of optimum polystyrene lightweight concrete (OPLC) with high compressive strength is developed for infill material in composite CFS shear wall systems. To study the seismic behaviour of the OPLC-filled CFS shear wall systems, two full scale wall specimens are tested under cyclic loading condition. The effects of OPLC on load-bearing capacity, failure mode, ductility, energy dissipation capacity, and stiffness degradation of the walls are investigated. It is shown that the use of OPLC as infill in CFS shear walls can considerably improve their seismic performance by: (i) preventing the premature buckling of the stud members, and (ii) changing the dominant failure mode from brittle to ductile thanks to the bond-slip behaviour between OPLC and CFS studs. It is also shown that the design equations proposed by EC8 and ACI 318-14 standards overestimate the shear force capacity of OPLC-filled CFS shear wall systems by up to 80%. This shows it is necessary to propose methods with higher efficiency to predict the capacity of these systems for practical applications.

합성거동을 위한 유공판형 전단연결재의 강도평가에 관한 연구 (A Study on the Evaluation of Shear Resisting Capacity for the Various Perforated Shape Shear Connector)

  • 김영호
    • Composites Research
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    • 제21권5호
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    • pp.1-8
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    • 2008
  • 강합성교량에서 스터드 전단연결재 및 Perfobond 전단연결재와 관련된 문제를 해결하고, 콘크리트와 전단연결재가 동시에 파괴되도록 유도하기 위해 역 L형 유공판 전단연결재가 개발되었으며, FRP-콘크리트 합성바닥판에서는 FRP의 재료적 특성과 펄트루젼 생산방식을 고려하여 콘크리트와 FRP의 합성방안으로 Perfobond 형 FRP 전단연결재를 적용하고 있다. 이 연구는 기존 강재 Perfobond 전단연결재에 대한 문헌분석, 2면전단실험, 유한요소해석 등의 방법을 통해 역 L형 유공판 전단연결재, FRP 전단연결재에 대한 각각의 강도를 추정할 수 있는 강도평가식을 제안하였고, 제안한 평가식의 결과와 실험결과를 비교하여 타당성을 검증하였다.

Design models for predicting the resistance of headed studs in profiled sheeting

  • Vigneri, Valentino;Hicks, Stephen J.;Taras, Andreas;Odenbreit, Christoph
    • Steel and Composite Structures
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    • 제42권5호
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    • pp.633-647
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    • 2022
  • This paper presents the results from reliability analyses of the current Eurocode 4 (EN 1994-1-1) and AISC 360-16 design models for predicting the resistance of headed stud shear connectors within profiled steel sheeting, when the ribs are oriented transverse to the supporting beam. For comparison purposes, the performance of the alternative "Luxembourg" and "Stuttgart" model were also considered. From an initial database of 611 push-out tests, 269 cases were included in the study, which ensured that the results were valid over a wide range of geometrical and material properties. It was found that the current EN 1994-1-1 design rules deliver a corrected partial safety factor γM* of around 2.0, which is significantly higher than the target value 1.25. Moreover, 179 tests fell within the domain of the concrete-related failure design equation. Notwithstanding this, the EN 1994-1-1 equations provide satisfactory results for re-entrant profiled sheeting. The AISC 360-16 design equation for steel failure covers 263 of the tests in the database and delivers 𝛾M*≈2.0. Conversely, whilst the alternative "Stuttgart" model provides an improvement over the current codes, only a corrected partial safety factor of 𝛾M*=1.47 is achieved. Finally, the alternative "Luxembourg" design model was found to deliver the required target value, with a corrected partial safety factor 𝛾M* between 1.21 and 1.28. Given the fact that the Luxembourg design model is the only model that achieved the target values required by EN 1990, it is recommended as a potential candidate for inclusion within the second generation of Eurocodes.

Future Domestic Water Demand, Surface Water Availability and Vulnerability Across Rapidly Growing Asian Megacities

  • Panda, Manas Ranjan;Kim, Yeonjoo
    • 한국수자원학회:학술대회논문집
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    • 한국수자원학회 2021년도 학술발표회
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    • pp.144-144
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    • 2021
  • The rapid urbanization in many Asian countries has taken millions of people from the rural countryside to concentrated megacities, which eventually putting pressure on the existing water resources. The over-growing population and increasing living standard of people in the urban region of developed as well as developing countries such as Korea, China, Japan and India have witnessed a drastic change in terms of domestic water demand for the past few decades. In this study, we used the concept of potential surface water availability in the form of surface runoff for future vulnerability assessment. We focused on 42 megacities having population more than 5 million as per the United Nations (UN) census data 2020. The study shows that 30 out of 42 cities having more than 180L/p/d demand for domestic use based on various references. We have predicted the domestic water demand for all the cities on the basis of current per capita demand up to 2035 using UN projected population data. We found that the projected water demand in megacities such as Seoul, Busan, Shanghai, Ghuanzou are increasing because of high population as well as GDP growth rate. On the contrary, megacities of Japan considered in our stud shows less water demand in future due to decreasing trend of population. As per the past records provided by the local municipalities/authorities, we projected different scenarios based on the future supply for various megacities such as Chennai, Delhi, Karachi, Mumbai, Shanghai, Wuhan, etc. We found that the supply to demand ratio of these cities would be below 75% for future period and if such trend continues then the inhabitants will face serious water stress conditions. Outcomes of this study would help the local policy makers to adopt sustainable initiatives on urban water governance to avoid the severe water stress conditions in the vulnerable megacities.

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Behaviour and design of stainless steel shear connectors in composite beams

  • Yifan Zhou;Brian Uy;Jia Wang;Dongxu Li;Xinpei Liu
    • Steel and Composite Structures
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    • 제46권2호
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    • pp.175-193
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    • 2023
  • Stainless steel-concrete composite beam has become an attractive structural form for offshore bridges and iconic high-rise buildings, owing to the superior corrosion resistance and excellent ductility of stainless steel material. In a composite beam, stainless steel shear connectors play an important role by establishing the interconnection between stainless steel beam and concrete slab. To enable the best use of high strength stainless steel shear connectors in composite beams, high strength concrete is recommended. To date, the application of stainless steel shear connectors in composite beams is still very limited due to the lack of research and proper design recommendations. In this paper, a total of seven pushout specimens were tested to investigate the load-slip behaviour of stainless steel shear connectors. A thorough discussion has been made on the differences between stainless steel bolted connectors and welded studs, in terms of the failure modes, load-slip behaviour and ultimate shear resistance. In parallel with the experimental programme, a finite element model was developed in ABAQUS to simulate the behaviour of stainless steel shear connectors, with which the effects of shear connector strength, concrete strength and embedded connector height to diameter ratio (h/d) were evaluated. The obtained experimental and numerical results were analysed and compared with existing codes of practice, including AS/NZS 2327, EN 1994-1-1 and ANSI/AISC 360-16. The comparison results indicated that the current codes need to be improved for the design of high strength stainless steel shear connectors. On this basis, modified design approaches were proposed to predict the shear capacity of stainless steel bolted connectors and welded studs in the composite beams.

Experimental and numerical study on tensile capacity of composite cable-girder anchorage joint

  • Xuefei Shi;Yuzhuo Zhong;Haiying Ma;Ke Hu;Zhiquan Liu;Cheng Zeng
    • Steel and Composite Structures
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    • 제49권2호
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    • pp.215-230
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    • 2023
  • Cable-girder anchorage joint is the critical part of cable-supported bridges. Tensile-plate anchorage (TPA) is one of the most commonly used types of cable-girder anchorage joints in steel girder cable-supported bridges. In recent years, it has been proposed by bridge designers to apply TPA to concrete girder cable-supported bridges to form composite cable-girder anchorage joint (CCGAJ). In this paper, the mechanical performance of CCGAJ under tensile force is studied through experimental and numerical analyses. Firstly, the effects of the external prestressing (EP) and the bearing plate (BP) on the mechanical performance of CCGAJ were investigated through three tests. Then, finite element model was established for parametrical study, and was verified by the experimental results. Then, the effects of shear connector forms, EP, BP, vertical rebar rate, and perforated rebar rate on the tensile capacity of CCGAJ were investigated through numerical analyses. The results show that the tensile capacity of CCGAJ depends on the first row of PR. The failure mode of CCGAJ using headed stud connectors is to form a shear failure surface at the end of the studs while the failure mode using PBLs is similar to the bending of a deep girder. Finally, based on the strut-and-tie model (STM), a calculation method for CCGAJ tensile capacity was proposed, which has a high accuracy and can be used to calculate the tensile capacity of CCGAJ.

조선시대 양동마을 3량 상부 가구의 유형적 특징과 변화 - 평면 구성 변화에 따른 상부 가구의 대응을 중심으로 - (The Typological Characteristic of 3-Dori Type Upper Structure and its Change in Yang-dong Village during the Joseon Dynasty - Focusing on the Response of the Upper Structure according to the Change of Plan Composition -)

  • 배창현
    • 건축역사연구
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    • 제33권2호
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    • pp.7-15
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    • 2024
  • The composition of the upper structure, which can be found in the 3-Dori type buildings in Yang-dong Village, varies significantly from time to time. The upper structure of the Gwan-ga-jeong, known as a house in the mid-Joseon Dynasty, consists of a basic 3-Dori type structure in which a beam is placed under 3-Dori and supported with two flat columns. On the other hand, the upper structure of I-hyang-jeong historic house, built in the 17th century, is different in that it has a stud between the two flat columns. The upper structure of Sa-ho-dang historic house, a 19th-century building is different from the upper structure of the buildings of the previous period in that three flat columns were used. As such, the difference in the composition method of the upper structure according to the construction period is closely related to the introduction of the Toi-maru, which is mainly explained by the boundary space. In addition, it can be expected that the introduction of the Toi-maru originated from the influence of the change in the plan. This study was conducted to examine the correlation between the plan and the composition of the boundary space through various typology of the 3-Dori upper structure distributed intensively in Yang-dong Village.

콘크리트를 충진한 FRP 합성 거더의 파괴 거동에 관한 연구 (A Study on Fracture Behavior for FRP Composite Girder Filled with Concrete)

  • 곽계환;정상모;성배경;장화섭
    • 콘크리트학회논문집
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    • 제20권1호
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    • pp.59-66
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    • 2008
  • 본 연구는 교량구조물의 핵심 부재인 거더에 대한 연구이다. 강재 거더에 비해 가격 경쟁력이 높은 유리섬유 제품을 사용한 거더는 탄성계수가 강재보다 작아서 강재 단면에 비해 과대한 처짐이 발생되는 문제점과 FRP 생산회사의 큰 단면 부재를 생산할 시설적 여력 부족의 기술적 제약 사항이 존재한다. 그래서 본 연구에서는 언급된 기술적 문제점을 해결하기 위하여 대형 단면의 적용이 가능하도록 모듈 형식의 단면을 제안하였으며, FRP의 낮은 강성을 확보하기 위하여 콘크리트를 충진하는 새로운 FRP+콘크리트 합성 거더를 개발하였다. FRP+콘크리트 합성 거더의 구조 거동을 파악하기 위하여 충진된 콘크리트 강도의 차이, 스터드의 유무에 따른 휨강도 실험을 실시하였다. 휨 실험 결과 FRP+콘크리트 합성 거더 개발의 콘크리트 충진에 따른 합성 효과와 콘크리트 강도에 따른 강성 증진 효과를 확인 할 수 있었다.

Thoroughbred 경주마에서 Furosemide 투여에 따른 혈액 및 전해질의 변화 (The Changes of Blood Chemistry and Electrolytes on the Furosemide Administration in Thoroughbred Racing Horses)

  • 이영우;김병선;최귀철;이경갑;강태영;이주명;윤영민
    • 한국임상수의학회지
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    • 제24권4호
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    • pp.597-602
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    • 2007
  • Furosemide is a potent diuretic used in the horse for the prophylaxis of exercise-induced pulmonary hemorrhage(EIPH), and in a variety of clinical condition. The purpose of this study was to set up the effect of furosemide in Thoroughbred horses, and to examine the time of maximal effect of furosemide to prevent the EIPH. The animals of the experiment were 4 Thoroughbred racing horses(female, average 6 yrs, BW $507{\pm}80.2kg$) in Jeju stud farm and the experiment was cross-over design between furosemide(1 mg/kg IV) and normal saline(0.1 ml/kg, IV) administration. We investigated the changes of clinical signs(body weight, skin turgor, capillary refilling time, jugular distensibility), CBC(PCV RBC), serum chemistry(TP, AST, GGT, glucose, LDH, BUN and creatinine) and electrolytes ($Na^+,\;K^+,\;Cl^-,\;Ca^{2+}$) on 0, 30 mins, 1, 2, 4, 8 and 24 hrs in furosemide and saline administration roup, respectively. The weight decreased significantly(P<0.05) in 4 hrs after furosemide treatment, but skin turgor, CRT, jugular distensibility remained unchanged throughout the experimental period. RBC and PCV decreased after furosemide administration but soon recovered. TP increased to the highest level in 30 mins after furosemide administration and recovered in 8 hrs. Furosemide administration resulted in increases in glucose, AST, GGT, LDH, BUN, creatinine(P<0.05) and decreases in $Ca^{2+},\;Na^+,\;K^+,\;Cl^-$ (P<0.05). All of values were within normal range throughout the experimental period. There was the alteration of blood and serum chemistry after furosemide administration, all of values were within normal range. And the best time of furosemide administration will be 30 minutes before the racing in order to preventing EIPH.

Empirical Selection of Informative Microsatellite Markers within Co-ancestry Pig Populations Is Required for Improving the Individual Assignment Efficiency

  • Lia, Y.H.;Chu, H.P.;Jiang, Y.N.;Lin, C.Y.;Li, S.H.;Li, K.T.;Weng, G.J.;Cheng, C.C.;Lu, D.J.;Ju, Y.T.
    • Asian-Australasian Journal of Animal Sciences
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    • 제27권5호
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    • pp.616-627
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    • 2014
  • The Lanyu is a miniature pig breed indigenous to Lanyu Island, Taiwan. It is distantly related to Asian and European pig breeds. It has been inbred to generate two breeds and crossed with Landrace and Duroc to produce two hybrids for laboratory use. Selecting sets of informative genetic markers to track the genetic qualities of laboratory animals and stud stock is an important function of genetic databases. For more than two decades, Lanyu derived breeds of common ancestry and crossbreeds have been used to examine the effectiveness of genetic marker selection and optimal approaches for individual assignment. In this paper, these pigs and the following breeds: Berkshire, Duroc, Landrace and Yorkshire, Meishan and Taoyuan, TLRI Black Pig No. 1, and Kaohsiung Animal Propagation Station Black pig are studied to build a genetic reference database. Nineteen microsatellite markers (loci) provide information on genetic variation and differentiation among studied breeds. High differentiation index ($F_{ST}$) and Cavalli-Sforza chord distances give genetic differentiation among breeds, including Lanyu's inbred populations. Inbreeding values ($F_{IS}$) show that Lanyu and its derived inbred breeds have significant loss of heterozygosity. Individual assignment testing of 352 animals was done with different numbers of microsatellite markers in this study. The testing assigned 99% of the animals successfully into their correct reference populations based on 9 to 14 markers ranking D-scores, allelic number, expected heterozygosity ($H_E$) or $F_{ST}$, respectively. All miss-assigned individuals came from close lineage Lanyu breeds. To improve individual assignment among close lineage breeds, microsatellite markers selected from Lanyu populations with high polymorphic, heterozygosity, $F_{ST}$ and D-scores were used. Only 6 to 8 markers ranking $H_E$, $F_{ST}$ or allelic number were required to obtain 99% assignment accuracy. This result suggests empirical examination of assignment-error rates is required if discernible levels of co-ancestry exist. In the reference group, optimum assignment accuracy was achievable achieved through a combination of different markers by ranking the heterozygosity, $F_{ST}$ and allelic number of close lineage populations.