• 제목/요약/키워드: tie strength theory

검색결과 21건 처리시간 0.022초

격자 스트럿-타이 모델을 이용한 철근콘크리트 보의 강도평가 (Strength Evaluation of RC Beams Using Grid Strut-Tie Models)

  • 윤영묵;이원석;김병헌;정찬핵
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2004년도 춘계 학술발표회 제16권1호
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    • pp.540-543
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    • 2004
  • In this study, the validity of the grid softened strut-tie model method suggested for concrete member analysis is examined through the ultimate strength evaluation of the reinforced concrete beams. The evaluated results of ultimate strength by the grid softened strut-tie model method were compared with those by the ACI 318-02 and the modified compression field theory, and European codes.

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Interactive strut-and-tie-model for shear strength prediction of RC pile caps

  • Chetchotisak, Panatchai;Yindeesuk, Sukit;Teerawong, Jaruek
    • Computers and Concrete
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    • 제20권3호
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    • pp.329-338
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    • 2017
  • A new simple and practical strut-and-tie model (STM) for predicting the shear strength of RC pile caps is proposed in this paper. Two approaches are adopted to take into account the concrete softening effect. In the first approach, a concrete efficiency factor based on compression field theory is employed to determine the effective strength of a concrete strut, assumed to control the shear strength of the whole member. The second adopted Kupfer and Gerstle's biaxial failure criterion of concrete to derive the simple nominal shear strength of pile caps containing the interaction between strut and tie capacity. The validation of these two methods is investigated using 110 RC pile cap test results and other STMs available in the literature. It was found that the failure criterion approach appears to provide more accurate and consistent predictions, and hence is chosen to be the proposed STM. Finally, the predictions of the proposed STM are also compared with those obtained by using seven other STMs from codes of practice and the literature, and were found to give better accuracy and consistency.

New strut-and-tie-models for shear strength prediction and design of RC deep beams

  • Chetchotisak, Panatchai;Teerawong, Jaruek;Yindeesuk, Sukit;Song, Junho
    • Computers and Concrete
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    • 제14권1호
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    • pp.19-40
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    • 2014
  • Reinforced concrete deep beams are structural beams with low shear span-to-depth ratio, and hence in which the strain distribution is significantly nonlinear and the conventional beam theory is not applicable. A strut-and-tie model is considered one of the most rational and simplest methods available for shear strength prediction and design of deep beams. The strut-and-tie model approach describes the shear failure of a deep beam using diagonal strut and truss mechanism: The diagonal strut mechanism represents compression stress fields that develop in the concrete web between diagonal cracks of the concrete while the truss mechanism accounts for the contributions of the horizontal and vertical web reinforcements. Based on a database of 406 experimental observations, this paper proposes a new strut-and-tie-model for accurate prediction of shear strength of reinforced concrete deep beams, and further improves the model by correcting the bias and quantifying the scatter using a Bayesian parameter estimation method. Seven existing deterministic models from design codes and the literature are compared with the proposed method. Finally, a limit-state design formula and the corresponding reduction factor are developed for the proposed strut-andtie model.

내, 외집단 형성 및 관계강도가 지식이전 및 성과에 미치는 효과 (The effect of in/out group formation and the tie strength on the knowledge transfer and performance)

  • 한수진;강소라;이종원
    • 한국산학기술학회논문지
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    • 제14권9호
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    • pp.4227-4239
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    • 2013
  • 본 연구는 지식이전 과정에서 조직 구성원의 사회네트워크 특성과 지식이전 성과 간 관계를 실증 분석하였다. 특히 사회적 구조와 사회적 관계라는 두 관계를 동시에 고려하여 지식이전에 관한 새로운 관점의 모형을 제시하였다. 본 연구모형의 주요 구성개념인 구성원간의 사회적 관계 강도, 지식이전, 성과 그리고 지식특성을 통합하여 실증 분석하였다. 이를 위하여 국내 기업 및 관공서 총 52개 조직의 296개의 설문을 최종 연구모형 분석에 이용, 분석한 결과는 다음과 같다. 첫째, 사회적 관계의 강도는 지식이전에 유의한 영향을 미치는 것으로 검증되었으며, 이때 내집단의 관계강도가 외집단 관계강도보다 지식이전에 보다 유의한 영향력을 미치는 것으로 나타났다. 둘째, 지식이전은 모든 성과(개인, 팀, 조직)에 긍정적 영향을 미치는 것으로 파악되었다. 셋째, 응용지는 내집단 관계강도와 지식이전의 간의 관계를 강화하는 것으로 나타나, 응용지의 조절효과를 확인하였다.

띠근 보강 고강도 콘크리트 기둥의 강도 및 축변형 특성 산정에 관한 연구 (A Study on the Prediction of the Strength and Axial Strain of High-Strength Concrete Columns Confined by Tie Reinforcement)

  • 박훈규;장일영
    • 콘크리트학회지
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    • 제11권2호
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    • pp.197-208
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    • 1999
  • 고강도 콘크리트는 기둥부재에서 그 사용효과가 극대화될 것이 예상되지만, 아직 고강도 콘크리트를 사용한 기둥의 연성특성과 최대강도효과에 대한 구체적인 자료가 부족한 실정이다. 띠근 보강된 콘크리트 기둥은 삼축압축상태가 되며, 고강도 콘크리트의 연성을 증가시키므로 이에 대한 많은 연구가 필요하다. 본 연구에서는 축하중을 받는 띠근보강 고강도 콘크리트 기둥부재의 횡보강효과에 의한 극한강도와 변형율 특성에 대하여 정성적 평가와 정량적 평가를 수행하는 것을 목적으로, 삼축압축상태하의 콘크리트 파괴이론과 기존의 실험결과들을 활용한 통계적기법을 이용하였다. 그 결과 콘크리트 강도, 띠근의 항복강도 및 간격비, 체적비 등을 변수로 고려하는 띠근의 횡보강응력 산정식, 최대압축강도 추정식 그리고 변형율 특성식을 제안하였다. 또한 제안된 식들은 실험결과를 적절히 예측하고 있음을 확인하였다.

Shear mechanism of steel fiber reinforced concrete deep coupling beams

  • Li, Kou;Zhao, Jun;Ren, Wenbo
    • Structural Engineering and Mechanics
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    • 제73권2호
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    • pp.143-152
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    • 2020
  • Deep coupling beams are more prone to suffer brittle shear failure. The addition of steel fibers to seismic members such as coupling beams can improve their shear performance and ductility. Based on the test results of steel fiber reinforced concrete(SFRC) coupling beams with span-to-depth ratio between 1.5 and 2.5 under lateral reverse cyclic load, the shear mechanism were analyzed by using strut-and-tie model theory, and the effects of the span-to-depth ratio, compressive strength and volume fraction of steel fiber on shear strengths were also discussed. A simplified calculation method to predict the shear capacity of SFRC deep coupling beams was proposed. The results show that the shear force is mainly transmitted by a strut-and-tie mechanism composed of three types of inclined concrete struts, vertical reinforcement ties and nodes. The influence of span-to-depth ratio on shear capacity is mainly due to the change of inclination angle of main inclined struts. The increasing of concrete compressive strength or volume fraction of steel fiber can improve the shear capacity of SFRC deep coupling beams mainly by enhancing the bearing capacity of compressive struts or tensile strength of the vertical tie. The proposed calculation method is verified using experimental data, and comparative results show that the prediction values agree well with the test ones.

Force transfer mechanisms for reliable design of reinforced concrete deep beams

  • Park, Jung-Woong;Kim, Seung-Eock
    • Structural Engineering and Mechanics
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    • 제30권1호
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    • pp.77-97
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    • 2008
  • In this paper, a strut-and-tie model approach has been proposed to directly calculate the amount of reinforcements in deep beams, and the force transfer mechanisms for this approach were investigated using linear finite element analysis. The proposed strut-and-tie model provides quite similar force transfer mechanisms to the results of linear finite element analysis for the 28 deep beams. The load-carrying capacities calculated from the proposed method are both accurate and conservative with little scatter or trends for the 214 deep beams. The deep beams have different concrete strengths including high-strength, various combinations of web reinforcements, and wide range of and a/d ratios. Good accuracy was also obtained using VecTor2, nonlinear finite element analysis tool based on the Modified Compression Field Theory. Since the proposed method provides a safe and reliable means for design of deep beams, this can serve to improve design provisions in future adjustments and development of design guidelines.

Behavior of continuous RC deep girders that support walls with long end shear spans

  • Lee, Han-Seon;Ko, Dong-Woo;Sun, Sung-Min
    • Structural Engineering and Mechanics
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    • 제38권4호
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    • pp.385-403
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    • 2011
  • Continuous deep girders which transmit the gravity load from the upper wall to the lower columns have frequently long end shear spans between the boundary of the upper wall and the face of the lower column. This paper presents the results of tests and analyses performed on three 1:2.5 scale specimens with long end shear spans, (the ratios of shear-span/total depth: 1.8 < a/h < 2.5): one designed by the conventional approach using the beam theory and two by the strut-and-tie approach. The conclusions are as follows: (1) the yielding strength of the continuous RC deep girders is controlled by the tensile yielding of the bottom longitudinal reinforcements, being much larger than the nominal strength predicted by using the section analysis of the girder section only or using the strut-and-tie model based on elastic-analysis stress distribution. (2) The ultimate strengths are 22% to 26% larger than the yielding strength. This additional strength derives from the strain hardening of yielded reinforcements and the shear resistance due to continuity with the adjacent span. (3) The pattern of shear force flow and failure mode in shear zone varies depending on the amount of vertical shear reinforcement. And (4) it is necessary to take into account the existence of the upper wall in the analysis and design of the deep continuous transfer girders that support the upper wall with a long end shear span.

유대강도가 지식공유에 미치는 영향: 환경불확실성의 조절효과를 중심으로 (Impact of tie strength on knowledge sharing: Focusing on the moderating effect of environmental uncertainty)

  • 장현주;류성민
    • 디지털융복합연구
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    • 제20권2호
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    • pp.141-154
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    • 2022
  • 본 연구의 목적은 비즈니스 네트워크의 유대강도가 지식 공유에 미치는 영향과 환경 불확실성이 유대 강도와 지식 공유에 미치는 영향관계를 조사하는 것이다. 국내 첨단산업 종사자 310명의 설문조사 결과를 바탕으로 통계적 분석 및 제안된 가설들을 검증했다. 분석결과, 강한 유대는 암묵적 지식 공유에 영향을 미치고 약한 유대는 명시적 지식공유에 긍정적인 영향을 미치는 것으로 나타났고, 환경 불확실성이 높을 때 강한 유대는 암묵적 지식 공유를 강화하는 경향이 있는 반면 약한 유대는 환경 불확실성의 영향을 받지 않는 것으로 확인할 수 있었다. 본 연구는 사회적 자본이론을 첨단산업에 적용하여 유대강도 및 지식공유를 연구함으로써, 기존의 기업간 유대 및 지식공유 연구를 뒷받침한다. 이 연구 결과는 기업의 역량, 새로운 지식 창출, 경쟁 우위확보를 위한 중요 요인인 지식 공유를 촉진하기 위해 유대강도를 전략적으로 활용해야 함을 시사한다.

지식이전 선행요인에 관한 다차원 분석: 사회적 자본 이론과 사회연결망 이론의 결합 (Multi-level Analysis of the Antecedents of Knowledge Transfer: Integration of Social Capital Theory and Social Network Theory)

  • 강민형;허용석
    • Asia pacific journal of information systems
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    • 제22권3호
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    • pp.75-97
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    • 2012
  • Knowledge residing in the heads of employees has always been regarded as one of the most critical resources within a firm. However, many tries to facilitate knowledge transfer among employees has been unsuccessful because of the motivational and cognitive problems between the knowledge source and the recipient. Social capital, which is defined as "the sum of the actual and potential resources embedded within, available through, derived from the network of relationships possessed by an individual or social unit [Nahapiet and Ghoshal, 1998]," is suggested to resolve these motivational and cognitive problems of knowledge transfer. In Social capital theory, there are two research streams. One insists that social capital strengthens group solidarity and brings up cooperative behaviors among group members, such as voluntary help to colleagues. Therefore, social capital can motivate an expert to transfer his/her knowledge to a colleague in need without any direct reward. The other stream insists that social capital provides an access to various resources that the owner of social capital doesn't possess directly. In knowledge transfer context, an employee with social capital can access and learn much knowledge from his/her colleagues. Therefore, social capital provides benefits to both the knowledge source and the recipient in different ways. However, prior research on knowledge transfer and social capital is mostly limited to either of the research stream of social capital and covered only the knowledge source's or the knowledge recipient's perspective. Social network theory which focuses on the structural dimension of social capital provides clear explanation about the in-depth mechanisms of social capital's two different benefits. 'Strong tie' builds up identification, trust, and emotional attachment between the knowledge source and the recipient; therefore, it motivates the knowledge source to transfer his/her knowledge to the recipient. On the other hand, 'weak tie' easily expands to 'diverse' knowledge sources because it does not take much effort to manage. Therefore, the real value of 'weak tie' comes from the 'diverse network structure,' not the 'weak tie' itself. It implies that the two different perspectives on strength of ties can co-exist. For example, an extroverted employee can manage many 'strong' ties with 'various' colleagues. In this regards, the individual-level structure of one's relationships as well as the dyadic-level relationship should be considered together to provide a holistic view of social capital. In addition, interaction effect between individual-level characteristics and dyadic-level characteristics can be examined, too. Based on these arguments, this study has following research questions. (1) How does the social capital of the knowledge source and the recipient influence knowledge transfer respectively? (2) How does the strength of ties between the knowledge source and the recipient influence knowledge transfer? (3) How does the social capital of the knowledge source and the recipient influence the effect of the strength of ties between the knowledge source and the recipient on knowledge transfer? Based on Social capital theory and Social network theory, a multi-level research model is developed to consider both the individual-level social capital of the knowledge source and the recipient and the dyadic-level strength of relationship between the knowledge source and the recipient. 'Cross-classified random effect model,' one of the multi-level analysis methods, is adopted to analyze the survey responses from 337 R&D employees. The results of analysis provide several findings. First, among three dimensions of the knowledge source's social capital, network centrality (i.e., structural dimension) shows the significant direct effect on knowledge transfer. On the other hand, the knowledge recipient's network centrality is not influential. Instead, it strengthens the influence of the strength of ties between the knowledge source and the recipient on knowledge transfer. It means that the knowledge source's network centrality does not directly increase knowledge transfer. Instead, by providing access to various knowledge sources, the network centrality provides only the context where the strong tie between the knowledge source and the recipient leads to effective knowledge transfer. In short, network centrality has indirect effect on knowledge transfer from the knowledge recipient's perspective, while it has direct effect from the knowledge source's perspective. This is the most important contribution of this research. In addition, contrary to the research hypothesis, company tenure of the knowledge recipient negatively influences knowledge transfer. It means that experienced employees do not look for new knowledge and stick to their own knowledge. This is also an interesting result. One of the possible reasons is the hierarchical culture of Korea, such as a fear of losing face in front of subordinates. In a research methodology perspective, multi-level analysis adopted in this study seems to be very promising in management research area which has a multi-level data structure, such as employee-team-department-company. In addition, social network analysis is also a promising research approach with an exploding availability of online social network data.

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