• 제목/요약/키워드: push test

검색결과 392건 처리시간 0.029초

Static behavior of high strength friction-grip bolt shear connectors in composite beams

  • Xing, Ying;Liu, Yanbin;Shi, Caijun;Wang, Zhipeng;Guo, Qi;Jiao, Jinfeng
    • Steel and Composite Structures
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    • 제42권3호
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    • pp.407-426
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    • 2022
  • Superior to traditional welded studs, high strength friction-grip bolted shear connectors facilitate the assembling and demounting of the composite members, which maximizes the potential for efficiency in the construction and retrofitting of new and old structures respectively. Hence, it is necessary to investigate the structural properties of high strength friction-grip bolts used in steel concrete composite beams. By means of push-out tests, an experimental study was conducted on post-installed high strength friction-grip bolts, considering the effects of different bolt size, concrete strength, bolt tensile strength and bolt pretension. The test results showed that bolt shear fracture was the dominant failure mode of all specimens. Based on the load-slip curves, uplifting curves and bolt tensile force curves between the precast concrete slab and steel beam obtained by push-out tests, the anti-slip performance of steel-concrete interface and shear behavior of bolt shank were studied, including the quantitative analysis of anti-slip load, and anti-slip stiffness, frictional coefficient, shear stiffness of bolt shank and ultimate shear capacity. Meanwhile, the interfacial anti-slip stiffness and shear stiffness of bolt shank were defined reasonably. In addition, a total of 56 push-out finite element models verified by the experimental results were also developed, and used to conduct parametric analyses for investigating the shear behavior of high-strength bolted shear connectors in steel-concrete composite beams. Finally, on ground of the test results and finite element simulation analysis, a new design formula for predicting shear capacity was proposed by nonlinear fitting, considering the bolt diameter, concrete strength and bolt tensile strength. Comparison of the calculated value from proposed formula and test results given in the relevant references indicated that the proposed formulas can give a reasonable prediction.

상권방문 추진동기와 몰입, 만족, 재방문 의도 (Visit Push Motivation for a Trading Area and Flow, Satisfaction, and Revisit Intention)

  • 이수덕;이용기
    • 유통과학연구
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    • 제16권9호
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    • pp.65-77
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    • 2018
  • Purpose - A trading area is very closely related to consumer life. A trading area is a cultural and social space that consumes culture and promotes human relationships as well as an economic space where consumers live their daily lives. In this context, a trading area research should be conducted objectively and empirically because it deals with the activities of consumer's life. The purpose of this study is to identify the intrinsic psychological motivation(push motivation) caused when consumers visit a trading area and to demonstrate how the push motivation for a trading area influence on consumer's flow, satisfaction, revisit intention. Research design, data, and methodology - In order to develop research hypotheses for this study, the development procedures for push motivation scale are as follows; (1) generating initial pool of items based on previous studies, (2) expert judgement to evaluate content and face validity, and (3) assessing convergent and discriminant validity using confirmatory factor analysis. In order to achieve these purposes, online surveys were conducted on frequent or familiar visitors to the trading areas around the Gangnam, Kunkuk University and Hongik University Station. Among the 1,343 questionnaires collected, 1,157 cases were analyzed by using SPSS 22.0 and SmartPLS 3.0 statistical package program, except for 186 responses in which responses were judged to be unfaithful. Results - The push motivation was classified into five sub-dimensions of excitement/stimulus, rest/relaxation, exit/refreshing, knowledge/learning and human relationship promotion as multidimensional and complex factors composed of individual and social-related dimensions. The excitement/stimulus and human relationship promotion of push motivation have positive effects on satisfaction. However, all dimensions of the push motivation have positive effects on flow. And flow has a positive effect on satisfaction and revisit intention. Meanwhile, the mediation test using boostrapping shows that flow plays a full mediating role in the relationship between rest/relaxation, exit/refreshing, knowledge/learning and satisfaction, but a partial mediating rol e between excitement/stimulus, human relationship promotion and satisfaction. Finally, satisfaction plays a partial mediating role between flow and revisit intention. Conclusions - This study shows that the push motivation is multidimensional and compositive depending on the situation of a consumer. In addition, it is found that the human relationship promotion(a social-related motivation) has a much more important effect on flow and satisfaction than other push motivations of individual dimensions. It also shows that satisfaction increases when consumers are being flowed at their visit and degree of revisit intention also grows as satisfaction increases. As implications of this study, a marketer should try to understand consumer's visit motivation at first and then develop factors that increase their flow, satisfaction, revisit intention. It also requires a marketer to approach subjects on a trading area more objectively and empirically based on the psychology and behavior of consumers, in order to establish a proper and efficient strategy on development of a trading area.

고강도(高强度) 스터드 볼트의 역학적 특성에 관한 연구 (Mechanical Properties of High Strength Shear Connector)

  • 엄철환
    • KIEAE Journal
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    • 제12권5호
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    • pp.93-98
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    • 2012
  • The headed studs those are used extensively for steel-composite construction is specified as SS400 at the current Korean Standard specification considering the welding condition. And the corresponding equation for the shear force calculation is limited for the use of compression strength of concrete below $300kg/cm^2$. However, it is expected that the high strengthening and precast of both steel and concrete due to the necessity of shear connector or other connecting material for the combination of steel and concrete. Therefore, the experimental results obtained during the development process of high strength stud for the connection of high strength concrete and the steel member are reported in this paper. Also the effectiveness of newly developed shear connector using pipe to increase the stiffness of a stud is verified by comparing both the stiffness and the strength with common stud bolt through the welding ability, mechanical characteristics and experimental investigation.

비내진 상세를 가진 10층 철근 콘크리트 조적채움 골조의 일방향 가력 실험 (Push-Over Test of A 10-Story Reinforced Concrete Masonry Infilled Frame with Nonseismic Details)

  • 이한선;김정우;김상호
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 1999년도 봄 학술발표회 논문집(I)
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    • pp.513-518
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    • 1999
  • The objective of this experiment is to observe the elastic and inelastic behaviors of high-rise reinforced concrete frame with infilled masonry. To do this a building frame designed according to Korean seismic code and detailed in the Korean conventional manner was selected. An 1:12 scale plane masonry-infilled frame model was manufactured according to similitude law. Push-over test were performed under the roof displacement control. To simulate the earthquake effect, the lateral force distribution was maintained to be an inversed triangular by using whiffle tree. From the tests, story displacements, lateral story forces, local plastic rotations and the relations between inter-story drift versus story shear are obtained. Based on the test results, conclusions on the characteristics of the elastic and inelastic behaviors of a high-rise reinforced concrete frame with infilled masonry are drawn.

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WAP Push 서비스를 사용한 동적 문제 출제 시스템의 설계 및 구현 (Implementations and Designs of Systems Generating Dynamic Test Using WAP Push Services)

  • 원대희;방훈;이재영
    • 한국정보처리학회:학술대회논문집
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    • 한국정보처리학회 2002년도 추계학술발표논문집 (상)
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    • pp.293-296
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    • 2002
  • 기존의 동적 문제 출제 시스템은 사용자가 제한적인 인터페이스 형태인 무선 단말기를 사용하여 복잡한 과정과 지루한 페이지 로딩을 기다린 후에야 사이트에 접속되는 불편한 점들을 가지고 있다. 본 논문에서는 이러한 불편한 점들을 조금이나마 해결하고자 사용자가 사이트에 접속하는 형태가 아닌 사이트에서 사용자에게 메시지를 보내어 바로 접속하는 시스템을 제안한다.

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스터드커넥터의 내화성능에 관한 연구 (Study on Fire Performance of Stud Connectors)

  • 김성배;한상훈;최승관
    • 한국화재소방학회논문지
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    • 제23권4호
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    • pp.59-66
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    • 2009
  • 본 연구는 합성구조에 사용되는 스터드커넥터의 화재시 성능에 대한 연구이다. 스터드커넥터는 전단연결재로 가장 폭넓게 사용되고 있으며, 콘크리트와 강재를 일체화시켜 합성 성능을 확보한다. 스터드커넥터에 대한 상세 내화성능은 아직 명확한 자료가 없으며, 향후 성능설계에서 무피복 합성보 등에 대한 설계 자료로 요구 된다. 본 실험의 스터드커넥터 성능시험은 푸시 아웃 실험을 변형하여 특수 전기로와 결합 ISO 표준온도곡선을 기본으로 거동 성능실험을 수행하였으며, 화재 조건의 파괴 형상을 기반으로 성능 분석 방법을 제안하였다.

경량콘크리트를 사용한 합성 철선트러스 데크의 푸쉬 아웃 성능 실험 (Push-out Performance Test of Composite Steel Truss Deck using Light Weight Concrete)

  • 최병정;문효진;한홍수;한권규
    • 한국강구조학회 논문집
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    • 제21권1호
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    • pp.15-26
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    • 2009
  • 본 연구의 목적은 실험을 통하여 복합 데크슬라브 시스템에 사용되는 쉬어 커넥터의 전단 성능을 연구하는 것이다. 경량콘크리트와 선조립 철선트러스를 사용하여 복합 데크슬라브를 가진 6개의 실험체를 제작하여, Push-out test를 실시하였다. 실험체는 철선트러스와 아연강판의 설치유무로 구분하여 DP, NDP, Solid의 세 가지 그룹으로 분류하였다. 전단 성능 실험을 통하여 실험체의 파괴양상, 거동, 하중-변위 관계를 분석하고, 실험값과 기존의 기준식을 비교하였고, 다음과 같은 결론을 도출하였다. 첫째, DP 및 NDP 계열의 파괴는 스터드 파괴이며, Solid계열의 파괴는 콘크리트 파괴였다. 둘째, 전단내력을 확인한 결과 NDP계열이 가장 우수한 내력을 갖는 것으로 나타났다. 셋째, 각 실험체의 스터드는 유사한 전단거동을 하였고, 스터드와 콘크리트는 항복시점까지 일체 거동을 하였다. 넷째, 다른 두 개의 기준식과 비교했을 때 ACI318-05의 기준식이 가장 근접한 스터드 전단력을 예측할 수 있는 것으로 확인되었다.

Experimental shear strength evaluation of perfobond shear connector with various hole shapes

  • Zheng, Shuangjie;Zhao, Chen;Liu, Yuqing
    • Structural Engineering and Mechanics
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    • 제67권2호
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    • pp.131-142
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    • 2018
  • The perfobond connector, composed of a steel plate with a number of holes, serves as a certain type of shear connector in steel and concrete composite structures. Depending on limits in hole distances and rib heights, various hole shapes including circular-hole and long-hole are alternatives for perfobond connectors. This study presented the results of tests performed on 72 push-out specimens with perfobond connectors. The purpose was to evaluate the shear strength of perfobond connectors with circular-hole and long-hole. The effects of various parameters were investigated, including the hole diameter, the hole length, the hole height, the concrete strength, the existence, diameter and strength of rebar in the hole, the thickness, height and distance of perfobond ribs, and the thickness of concrete slabs. On the basis of 132 push-out test results in references and in this study, an analytical model was proposed by regression analysis to predict the shear strength of perfobond connectors. The proposed equation agreed reasonably well with the experimental results of perfobond connectors with different hole shapes.

Push out tests on various shear connectors used for cold-formed steel composite beam

  • Rajendran, Senthilkumar;Perumalsamya, Jayabalan;Mohanraj, Divya
    • Steel and Composite Structures
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    • 제42권3호
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    • pp.315-323
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    • 2022
  • Shear connectors are key elements that ensure integrity in a composite system. The primary purpose of a shear connector is to bring a high degree of interaction between composite elements. A wide variety of connectors are available for hot-rolled composite construction, connected to the beam through welding. However, with cold-formed members being very thin, welding of shear connectors is not desirable in cold-formed composite constructions. Shear connectors for cold-formed elements are limited in studies as well as in the market. Hence in this study, three different types of shear connectors, namely, single-channel, double channel, and self-tapping screw, were considered, and their performance assessed by the Push-out test as per Eurocode 4. The connection between channel shear connectors and the beam was made using self-tapping screws to avoid welding. The performance of the connectors was analyzed based on their ultimate capacity, characteristic capacity, ductility, and slippage during loading. Strength to weight ratio was also carried out to understand the proposed connectors' suitability for conventional ones. The results showed relatively higher initial stiffness and ductility for double channel connectors than other connectors. Also, self-tapping screws had a higher strength to weight ratio with low ductility.

Bond-slip behavior of reactive powder concrete-filled square steel tube

  • Qiuwei, Wang;Lu, Wang;Hang, Zhao
    • Steel and Composite Structures
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    • 제45권6호
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    • pp.819-830
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    • 2022
  • This paper presented an experimental study of the bond-slip behavior of reactive powder concrete (RPC)-filled square steel tube. A total of 18 short composite specimens were designed forstatic push-out test, and information on their failure patterns, load-slip behavior and bond strength was presented. The effects of width-to-thickness ratio, height-to-width ratio and the compressive strength of RPC on the bond behavior were discussed. The experimental results show that:(1) the push-out specimens remain intact and no visible local buckling appears on the steel tube, and the interfacial scratches are even more pronounced at the internal steel tube of loading end; (2) the bond load-slip curves with different width-to-thickness ratios can be divided into two types, and the main difference is whether the curves have a drop in load with increasing slip; (3) the bond strength decreases with the increase of the width-to-thickness ratio and height-width ratio, while the influence of RPC strength is not consistent; (4) the slippage has no definite correlation with bond strength and the influence of designed parameters on slippage is not evident. On the basis of the above analysis, the expressions of interface friction stress and mechanical interaction stress are determined by neglecting chemical adhesive force, and the calculation model of bond strength for RPC filled in square steel tube specimens is proposed. The theoretical results agree well with the experimental data.