• Computers and Concrete
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• 제15권4호
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• pp.687-707
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• 2015

A finite element computer code for short-term analysis of steel-concrete composite structures is extended to study long-term effects under service loads, in the present work. Long-term effects are important in engineering design because they influence stress and strain distribution of the structural system and therefore contribute to the increment of deflections in these structures. For creep analysis, a rheological model based on a Kelvin chain, with elements placed in series, was employed. The parameters of the Kelvin chain were obtained using Dirichlet series. Creep and shrinkage models, proposed by the CEB FIP 90, were used. The shear-lag phenomenon that takes place at the concrete slab is usually neglected or not properly taken into account in the formulation of beam-column finite elements. Therefore, in this work, a three-dimensional numerical model based on the assemblage of shell finite elements for representing the steel beam and the concrete slab is used. Stud shear connectors are represented for special beam-column elements to simulate the partial interaction at the slab-beam interface. The two-dimensional representation of the concrete slab permits to capture the non-uniform shear stress distribution in the horizontal plane of the slab due to shear-lag phenomenon. The model is validated with experimental results of two full-scale continuous composite beams previously studied by other authors. Results are given in terms of displacements, bending moments and cracking patterns in order to shown the influence of long-term effects in the structural response and also the potentiality of the present numerical code.

• 폴리머
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• 제35권6호
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• pp.574-579
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• 2011

자동차 선도장 강판을 위한 핵심 응용기술로서 3-롤코팅 공정을 연구하였다. 본 연구를 위한 3-롤코팅은 저장조로부터 코팅액을 끌어 올리는 pick-up롤, 적절한 코팅 두께로 계량시키기 위한 계량롤, 강판에 직접 코팅시키기 위한 applicator 롤로 구성되어 있다. 전단담화의 유변물성을 갖는 고분자 도료의 코팅 유동 특성과 코팅 운전 영역을 pickup 롤과 계량롤 사이의 속도비와 간격 등의 공정조건과의 상관관계를 통해 고찰하였다. 안정한 코팅 영역에서, 간격이 크거나 속도비가 작을수록 코팅 두께는 증가하였다. 또한, ribbing과 cascade라는 불안정성은 각각 속도비가 낮고 높을 때 관찰되었다. 특히, 속도비가 낮을때, ribbing의 파장과 심각도가 증가함을 확인하였다.

• Advances in concrete construction
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• 제8권1호
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• pp.65-76
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• 2019

This paper investigates the effect of recycled glass powder (RGP) on flowing properties of self-compacting mortars (SCMs) containing different ratios of fillers and superplasticizer dosages. Fly ash (FA), nano-silica (NS), micro-silica (MS), metakaolin (MK) and rice husk ash (RHA) are used as fillers and their synergistic effect with RFP is studied. The effects of fillers and high-range water reducer (HRWR) on flowing ability of mortars are primarily determined by slump flow and V-funnel flow time tests. The results showed that for composites with a higher RGP content, the mortar flowing ability increased but tended to decrease when the composites containing 10% MK or 5% RHA. However, the flowing ability of samples incorporating 5% RGP and 10% SF or 25% FA showed an opposite result that their slump flow spread decreased and then increased with increasing RGP content. For specimens with 3% NS, the influence of RGP content on flowing properties was not significant. Except RHA and MS, the fillers studied in this paper could reduce the dosage of HRWR required for achieving the same followability. Also, the mixture parameters were determined and indicated that the flowability of mixtures was also affected by the content of sand and specific surface area of cement materials. It is believed that excess fine particles provided ball-bearing effect, which could facilitate the movement of coarse particles and alleviate the interlocking action among particles. Also, it can be concluded that using fillers in conjunction with RGP as cementitious materials can reduce the material costs of SCM significantly.

• Geomechanics and Engineering
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• 제36권1호
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• pp.39-50
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• 2024

Bitumen and high-quality subangular aggregates, the two principal materials used for asphalt concrete construction, are finite and expensive materials. The general availability of crumb rubber and naturally occurring aggregates of different shapes, especially flat and elongated shapes, indicates that they are feasible alternative materials for expanding the volume of bitumen and utilizing a wider range of aggregate shapes for the development of asphalt concrete, with an associated environmental benefit. The study investigated the effect of adding up to 15% crumb rubber and aggregates sorted into different groups, i.e., rounded, elongated, flat, and their combinations, on the rheological and mechanical properties and durability of 50/70 of hot-mix asphalt pavement. The addition of crumb rubber decreased ductility and penetration but increased the softening point. For a 5.5% bitumen content, asphalt concrete briquettes consisting of 7% crumb rubber and three types of aggregate shapes, i.e., 100% rounded, a mix of 75% rounded and 25% elongated, and a mix of 75% rounded, 15% elongated and 10% flat, were associated with high Marshall stability and indirect tensile strength as well as low lateral deformation due to their high solidity and moderate angularity ratio. Also, the addition of 7% crumb rubber resulted in a significant improvement in the tensile strength ratio and rebound strain of briquettes consisting of 75% rounded and 25% elongated aggregates and those with 75% rounded, 15% elongated and 10% flat aggregates. In relation to the parameters investigated, the three groups of briquettes met some of the local (South Africa) requirements for the surface course and base course of low traffic volume roads.

• Korea-Australia Rheology Journal
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• 제17권3호
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• pp.131-140
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• 2005

In this work we show the results of our most recent Direct Numerical Simulations (DNS) of turbulent viscoelastic channel flow using spectral spatial approximations and a stabilizing artificial diffusion in the viscoelastic constitutive model. The Finite-Elasticity Non-Linear Elastic Dumbbell model with the Peterlin approximation (FENE-P) is used to represent the effect of polymer molecules in solution, The corresponding rheological parameters are chosen so that to get closer to the conditions corresponding to maximum drag reduction: A high extensibility parameter (60) and a moderate solvent viscosity ratio (0.8) are used with two different friction Weissenberg numbers (50 and 100). We then first find that the corresponding achieved drag reduction, in the range of friction Reynolds numbers used in this work (180-590), is insensitive to the Reynolds number (in accordance to previous work). The obtained drag reduction is at the level of $49\%\;and\;63\%$, for the friction Weissenberg numbers 50 and 100, respectively. The largest value is substantially higher than any of our previous simulations, performed at more moderate levels of viscoelasticity (i.e. higher viscosity ratio and smaller extensibility parameter values). Therefore, the maximum extensional viscosity exhibited by the modeled system and the friction Weissenberg number can still be considered as the dominant factors determining the levels of drag reduction. These can reach high values, even for of dilute polymer solution (the system modeled by the FENE-P model), provided the flow viscoelasticity is high, corresponding to a high polymer molecular weight (which translates to a high extensibility parameter) and a high friction Weissenberg number. Based on that and the changes observed in the turbulent structure and in the most prevalent statistics, as presented in this work, we can still rationalize for an increasing extensional resistance-based drag reduction mechanism as the most prevalent mechanism for drag reduction, the same one evidenced in our previous work: As the polymer elasticity increases, so does the resistance offered to extensional deformation. That, in turn, changes the structure of the most energy-containing turbulent eddies (they become wider, more well correlated, and weaker in intensity) so that they become less efficient in transferring momentum, thus leading to drag reduction. Such a continuum, rheology-based, mechanism has first been proposed in the early 70s independently by Metzner and Lamley and is to be contrasted against any molecularly based explanations.

• Journal of Animal Science and Technology
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• 제46권5호
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• pp.871-878
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• 2004

PEF 기법은 안전하고 천연상태에 가까운 식품을 생산하기 위한 최신의 비열처리법이다. 이 기법은 영양가, 풍미, 물성 및 관능적 성질의 영향을 최소화 시키는 안전한 식품생산에 이용할 수 있다. 이 공정은 두 전극사이에 놓여지는 식품에 고압의 전기를(20 $\sim$ 80kv/cm) 작용시킴으로써 실시된다. PEF 처리에 의해 미생물의 세포막이 분해되거나 불한정하게되어 미생물은 활력을 상실하게된다. PEF 공정에 의한 미생물의 비활성화 정도는 주로 전기장에서의 펄스강도와 처리시간에 의존한다. 미생물의 종류에 따라 상응하는 전기장의 강도와 처리시간이 요구된다. 처리효과는 미생물의 특성과 존재했던 배지에서의 생육단계에 의존한다. 효과적인 가공을 위해 여러종류의 공정조건이 적절하게 사용되어야 한다. PEF기법의 잠재적효용은 생물공학에서 식품저장에 이르기까지 다양하다. 식품가공과 관련해서 이 기법은 특히 에너지효율에서 경제적이며 처리되는 식품이 가공공정의 영향을 적게 받는다는 것이 이미 입증되었다. 이 기법을 식품가공에 응용하기위해 본 논문에서 개괄적으로 고찰한다.

• 한국식품조리과학회지
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• 제21권6호통권90호
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• pp.927-935
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• 2005

본 연구에서는 고섬유소 품종인 고아미 2호의 수침 특성을 알아보고 이를 기반으로 흰죽의 제조 조건을 도출하여 기능성 식품으로의 활용 가능성을 알아보았다. 수침시 상온($20^{\circ}C$)에서 고아미 2호와 일품벼의 수분흡수율이 수침 1 시간까지는 유의적으로 증가하는 경향을 보였으나(p<0.01) 그 이후 더 이상 증가하지 않았다. 마쇄한 쌀의 입자분석을 한 결과 고아미 2호가 일품벼에 비해 마쇄가 용이함을 알 수 있었다. 흰죽을 제조하여 기계적인 특성을 분석한 결과 적색도(a), 황색도(b)는 고아미 2호로 제조한 흰죽이 일품벼로 제조한 흰죽에 비해 높았다. Bostwick consistometer로 측정시 고아미 2호로 제조한 흰죽이 일품벼로 제조한 흰죽에 비해 점조성이 높고 마쇄 시간을 증가할수록 점조성이 낮아진다는 것을 알 수 있었다. 또한 마쇄 시간을 증가할수록 고아미 2호로 제조한 흰죽의 경우 물성특성이 증가되는 반면 일품벼로 제조한 흰죽은 물성 특성이 감소하는 경향을 보였다. 관능 평가 결과 고아미 2호를 20 초 마쇄할 경우 전반적인 수응도가 가장 높았으며 일품벼와 유의적인 차이를 보이지 않았다. 따라서, 고아미 2호로 취반한 경우 기능성은높으나 수응도가 낮은 경향이 있는데 위와 같은 죽의 형태로 제공한다면 장기적인 섭취를 유도할 수 있을 것으로 사료된다.