• 제목/요약/키워드: Barcelona model

검색결과 16건 처리시간 0.027초

Numerical modeling of an orthotropic RC slab band system using the Barcelona model

  • Kossakowski, Pawel G.;Uzarska, Izabela
    • Advances in Computational Design
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    • 제4권3호
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    • pp.211-221
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    • 2019
  • Numerical modeling of reinforced concrete structures is a difficult engineering problem, primarily because of the material inhomogeneity. The behaviour of a concrete element with reinforcement can be analyzed using, for example, the Barcelona model, which according to the literature, is one of the most suitable models for this purpose. This article compares the experimental data obtained for an orthotropic concrete slab band system with those predicted numerically using Concrete Damage Plasticity model. Abaqus package was used to perform the calculations.

불포화토의 열·탄소성 거동 분석을 위한 Barcelona Basic Model 소개 (Introduction of Barcelona Basic Model for Analysis of the Thermo-Elasto-Plastic Behavior of Unsaturated Soils)

  • 이창수;윤석;이재원;김건영
    • 터널과지하공간
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    • 제29권1호
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    • pp.38-51
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    • 2019
  • Barcelona Basic Model(BBM)은 응력의 변화에 따른 부피변화뿐만 아니라 흡입력의 변화에 따른 팽윤거동을 설명할 수 있으며, 흡입력 변화에 따른 점착력과 선행압밀응력의 변화와 온도변화에 따른 선행압밀응력의 변화를 고려할 수 있다. 따라서, 고준위방사성폐기물 처분시스템에서 공학적방벽재로 고려되고 있는 벤토나이트 완충재의 열-수리-역학적 복합거동을 예측 및 분석하는 것에 많이 활용되고 있다. 그러나 우리나라의 암반 및 지반 공학자들에게 잘 알려져 있지 않기 때문에 BBM을 소개하고자 한다. BBM은 불포화 토질의 역학적 거동을 모사하기 위해 Modified Cam Clay(MCC) 모델을 확장하여 만들어 졌기 때문에 본 고에서는 먼저 MCC 모델을 간략하게 소개하고, 열-탄소성 모델인 BBM을 상세히 소개하였다.

Computational modeling of cracking of concrete in strong discontinuity settings

  • Oliver, J.;Huespe, A.;Pulido, M.D.G.;Blanco, S.
    • Computers and Concrete
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    • 제1권1호
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    • pp.61-76
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    • 2004
  • The paper is devoted to present the Continuum Strong Discontinuity Approach (CSDA) and to examine its capabilities for modeling cracking of concrete. After introducing the main ingredients of the CSDA, an isotropic continuum damage model, which distinguishes tension and compression states, is used to implicitly induce a projected traction separation-law that rules the cracking phenomena. Criteria for onset and propagation of material failure and specific finite elements with embedded discontinuities are also briefly sketched. Finally, some representative numerical simulations of cracking, in plain and reinforced concrete specimens, using the CSDA are presented.

A FE2 multi-scale implementation for modeling composite materials on distributed architectures

  • Giuntoli, Guido;Aguilar, Jimmy;Vazquez, Mariano;Oller, Sergio;Houzeaux, Guillaume
    • Coupled systems mechanics
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    • 제8권2호
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    • pp.99-109
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    • 2019
  • This work investigates the accuracy and performance of a $FE^2$ multi-scale implementation used to predict the behavior of composite materials. The equations are formulated assuming the small deformations solid mechanics approach in non-linear material models with hardening plasticity. The uniform strain boundary conditions are applied for the macro-to-micro transitions. A parallel algorithm was implemented in order to solve large engineering problems. The scheme proposed takes advantage of the domain decomposition method at the macro-scale and the coupling between each subdomain with a micro-scale model. The precision of the method is validated with a composite material problem and scalability tests are performed for showing the efficiency.

Towards a model of dry shear keyed joints: modelling of panel tests

  • Turmo, J.;Ramos, G.;Aparicio, A.C.
    • Computers and Concrete
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    • 제10권5호
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    • pp.469-487
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    • 2012
  • This paper presents a study on the behaviour of the joints of segmental concrete bridges with external prestressing, focusing on the structural response of dry non-epoxied joints with shear keys. A Finite Element joint model to study such structures is validated modelling eight concrete panel tests. The most important feature of this model is that it has been validated with experimental tests on concrete panels which were specifically designed to fail in shear. Interface elements are used to reproduce the non linear behaviour of the joint and parameters deduced from the tests are used to define the constitutive law of these elements. This joint model is of great importance because it will permit the development of a structural model that faithfully reproduces the behaviour of these structures under combined flexure and shear and the study of its global behaviour after the opening of the joints. Interesting conclusions about the behaviour of the dry joints, about the contribution of the different mechanisms transferring shear (friction and cohesion) and about the shear stress distribution in the joint have been reached.

TOUGH2-MP/FLAC3D의 Barcelona Basic Model 해석 모듈 개발 (Implementation of Barcelona Basic Model into TOUGH2-MP/FLAC3D)

  • 이창수;이재원;김민섭;김건영
    • 터널과지하공간
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    • 제30권1호
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    • pp.39-62
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    • 2020
  • 본 연구에서는 불포화토의 열-수리적 변화로 야기되는 역학적 거동 특성을 분석하고 장기 거동을 예측하기 위해 Barcelona Basic Model(BBM) 해석 모듈을 TOUGH2-MP/FLAC3D에서 구동할 수 있도록 개발하였다. 기본적으로는 TOUGH-FLAC에 BBM 해석 모듈을 개발하기 위해 사용된 선행연구의 방법과 마찬가지로 FLAC에서 제공하고 있는 Modified Cam Clay Model(MCCM)을 기반으로 User Defined Model(UDM)과 FLAC3D에서 제공하는 FISH function을 이용하였다. 본 연구에서 개발한 BBM 해석 모듈에서는 평균유효응력뿐만 아니라 흡입력의 변화에 따른 소성변형률을 모두 고려하였으며, 평균유효응력 및 흡입력 증가에 따른 항복면의 변화를 모두 반영할 수 있도록 하였다. 개발된 BBM 해석 모듈을 FLAC3D 매뉴얼에 기술되어 있는 MCCM 예제, BBM을 처음 제안한 선행연구에 언급되어 있는 예제들, 그리고 스웨덴 SKB 보고서에 언급되어 있는 실험실 시험 결과를 이용하여 검증하였다. 뿐만 아니라, 효과적인 BBM의 파라미터 도출을 목적으로 개발된 Quick tools의 검증을 위해 수행된 일련의 모델링 시험들을 동일하게 수행하고 선행연구에서 보고된 Quick tools와 Code_Bright의 결과와 비교함으로써 개발된 BBM 해석 모듈을 검증하였다.

Vibration control of hysteretic base-isolated structures: an LMI approach

  • Pozo, Francesc;Pujol, Gisela;Acho, Leonardo
    • Smart Structures and Systems
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    • 제17권2호
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    • pp.195-208
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    • 2016
  • Seismic isolation systems are essentially designed to preserve structural safety, prevent occupants injury and properties damage. An active saturated LMI-based control design is proposed to attenuate seismic disturbances in base-isolated structures under saturation actuators. Using a mathematical model of an eight-storied building structure, an active control algorithm is designed. Performance evaluation of the controller is carried out in a simplified model version of a benchmark building system, which is recognized as a state-of-the-art model for numerical experiments of structures under seismic perturbations. Experimental results show that the proposed algorithm is robust with respect to model and seismic perturbations. Finally, the performance indices show that the proposed controller behaves satisfactorily and with a reasonable control effort.

Comparison of the marginal fit of milled yttrium stabilized zirconium dioxide crowns obtained by scanning silicone impressions and by scanning stone replicas

  • Yus, Estefania Aranda;Cantarell, Josep Maria Anglada;Alonso, Antonio Minarro
    • The Journal of Advanced Prosthodontics
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    • 제10권3호
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    • pp.236-244
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    • 2018
  • PURPOSE. To determine the discrepancy in monolithic zirconium dioxide crowns made with computer-aided design and computer-aided manufacturing (CAD/CAM) systems by comparing scans of silicone impressions and of master casts. MATERIALS AND METHODS. From a Cr-Co master die of a first upper left molar, 30 silicone impressions were taken. The 30 silicone impressions were scanned with the laboratory scanner, thus obtaining 30 milled monolithic yttrium stabilized zirconium dioxide (YSZD) crowns (the silicone group). They were poured and the working models were scanned, obtaining 30 milled monolithic yttrium stabilized zirconium dioxide (YSZD) crowns (the plaster group). Three predetermined points were analyzed in each side of the crown (Mesial, Distal, Vestibular and Palatal), and the marginal fit was evaluated with SEM (${\times}600$). The response variable is the discrepancy from the master model. A repeated measures ANOVA with two within subject factors was performed to study significance of main factors and interaction. RESULTS. Mean marginal discrepancy was $22.42{\pm}35.65{\mu}m$ in the silicone group and $8.94{\pm}14.69{\mu}m$ in the plaster group. The statistical analysis showed significant differences between the two groups and also among the four aspects. Interaction was also significant (P=.02). CONCLUSION. The mean marginal fit values of the two groups were within the clinically acceptable values. Significant differences were found between the groups according to the aspects studied. Various factors influenced the accuracy of digitizing, such as the design, the geometry, and the preparation guidance, as well as the texture, roughness and the color of the scanned material.

Efficiency Analysis of Spanish Container Ports Using Undesirable Variables and the Malmquist Index

  • Bernal, Maria Listan;Choi, Young-Seo;Park, Sung-Hoon;Yeo, Gi-Tae
    • 한국항해항만학회지
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    • 제46권2호
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    • pp.110-120
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    • 2022
  • Spain is Europe's second-largest country with total throughput reaching 16.7 million twenty-foot equivalent units (TEU) by 2020. The purpose of this study was to measure and compare the efficiency of 17 container terminals. As a study method, the DEA-CCR model, undesirable variable, and Malmquist Index (MI) were used for data envelopment analysis (DEA). The study results are as follow: (1) DEA-CCR is used to evaluate basic efficiency. The most efficient terminals are decision-making units DMU 1 (APM Terminals (Algeciras Port)), DMU 2 (Total Terminal International Algeciras (Algeciras Port)) and DMU 5 (Barcelona Europe South Terminal (Barcelona Port)). (2) Undesirable DEA was conducted to suggest inefficiency from the undesirable output. Overall, the efficiency scores were reduced. However, DMU 1, DMU 2, and DMU 5 maintained efficiency scores regardless of the finish factor. (3) Malmquist Index was used to observe technology and efficiency changes dynamically. The changes in TCI affected Spanish container terminals more than the Technical Efficiency Change Index (TECI) in 2018-2019. However, in 2019-2020, the TECI was 2.706, higher than the TCI value, indicating that the change in TECI had more influence on the increase in productivity. This study offers a broader understanding of Spanish container terminals.

The Robustness of Coding and Modulation for Body-Area Networks

  • Biglieri, Ezio;Alrajeh, Nabil
    • Journal of Communications and Networks
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    • 제16권3호
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    • pp.264-269
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    • 2014
  • We consider transmission over body area networks. Due to the difficulty in assessing an accurate statistical model valid for multiple scenarios, we advocate a system design technique favoring robustness. Our approach, which is based on results in [12] and generalizes them, examines the variation of a performance metric when the nominal statistical distribution of fading is replaced by the worst distribution within a given Kullback-Leibler divergence from it. The sensitivity of the performance metric to the divergence from the nominal distribution can be used as an indication of the design robustness. This concept is applied by evaluating the error probability of binary uncoded modulation and the outage probability-the first parameter is useful to assess system performance with no error-control coding, while the second reflects the performance when a near-optimal code is used. The usefulness of channel coding can be assessed by comparing its robustness with that of uncoded transmission.