Academic literature on the topic 'Compressible packing model'

The present work aims to study the replacement of Portland cement (PC) by stone cutting waste (SW) and ground waste clay brick (BW) in binary and ternary pastes. Thermogravimetry and differential thermal analysis tests were carried out at various ages in order to investigate the development of the cement hydration reactions in the presence of those wastes. The packing density was calculated in accordance with the Compressible Packing Model to understand the physical effect of those wastes. Compressive strength tests were also performed and the results were related to hydration and packing. Considering the substitution levels studied, the results indicated that the use of SW in the binary mixture accelerated the hydration reactions, and the particles packing density and compressive strength were maintained. The use of BW in the binary mixture caused a small acceleration in the hydration reactions and there was an indication of pozzolanic activity, although the compressive strength was reduced in comparison with the reference paste. In the ternary mixture, the combined effect of both wastes resulted in the maintenance of compressive strength for cement replacement content of 30%.

Basedon the assumption of related parameters in compressible packing model, thecompressible packing model was used for the calculation of the explosivespacking efficiency. The accuracy of the calculation was verified by experimentsand the relative error was 2.49%. Besides, the influence of content offineparticles and particle size distribution in explosives on stacking efficiencywas discussed. The results show that the stacking efficiency was increasingwith the particle size distribution increasing from 0~300μm to 0~700μm. Thepacking efficiency reached it’s maximum value when we only increased thecontent of fine particles to 40%. Therefore, the packing efficiency has arelation with particle size distribution of raw materials.

The rheological parameters of cement pastes were investigated by varying the type and content of micropowders and the ratio of water to binder. Compressible packing model was used to calculate the packing density and to evaluate the influence of micropowders gradation on the rheological properties of fresh cement pastes. Results indicate that the higher the packing density is, the lower the yielding shear stress and plastic viscosity will be. When the ratio of water to binder is less than 0.20, the cement paste with 15% UFA and 15% SF has highest packing density and lowest yielding shear stress and plastic viscosity, which is beneficial to the workability of ultra-high performance concrete.

La compacité des matériaux granulaires est une grandeur qui intéresse un grand nombre de secteurs, notamment les bétons hydrauliques. Lorsque les fractions granulaires ne possèdent pas des rapports de tailles infinis, deux interactions géométriques se développent : l’effet de paroi et l’effet de desserrement. La première peut se décrire ainsi : une grosse particule isolée constitue un « intrus » contre lequel viennent se ranger les petites particules, créant un supplément de vides à l’interface. La seconde se produit lorsque les petits grains sont insuffisamment fins pour se glisser entre les gros. Nous analysons comment elles sont prises en compte dans un certain nombre de modèles d’empilement en nous fixant finalement sur celui de de Larrard et al. : le modèle d’empilement compressible (MEC), l’un des plus efficaces. Dans celui-ci, les effets de paroi et de desserrement sont quantifiés par l’intermédiaire de deux coefficients dont les expressions sont obtenues par lissage de données expérimentales en fonction du rapport des diamètres fins/gros. Cependant, il n’existe aucune théorie pleinement satisfaisante permettant de les obtenir. Cette thèse vise à combler ce chaînon manquant. Nous avons conduit notre étude dans le cadre des empilements ordonnés et compacts de particules afin d’être en adéquation avec les hypothèses de constitution du MEC qui propose, comme préalable à l’obtention de la compacité réelle, la détermination d’une compacité virtuelle définie comme la compacité maximale susceptible d’être atteinte si l’on pouvait déposer, un à un, chaque grain à son emplacement idéal. Cette façon de procéder permet la création de cellules élémentaires juxtaposées. Dans ce cadre, l’interaction exercée par une espèce granulaire sur une autre de taille différente est menée à partir d’une étude localisée autour d’une particule « intruse » de la classe dominée, entourée de particules de la classe dominante. La simulation numérique apporte une confirmation de la validité du modèle. En plus de fournir des coefficients d’effets de paroi et de desserrement très proches de ceux prédits théoriquement, elle a permis l’étude d’empilements désordonnés de compacité maximale pour des billes bidispersées sans frottement dont les rapports de tailles valent 0,2 et 0,4. Le concept de « pressions partielles », qui tient compte à la fois des aspects géométrique et mécanique, a permis d’affiner la notion de classe dominante et de mieux appréhender la constitution du squelette porteur de l’édifice granulaire. En plus des zones constituées par les « fins dominants » et par les « gros dominants », il existe une zone mixte que nous avons dénommée « zone de synergie du squelette porteur » où les « pressions partielles » fines-grosses sont les plus importantes. En tenant compte de la nouvelle théorie développée pour les interactions géométriques, le modèle d’empilement compressible (MEC) subit une évolution et devient le MEC 4-paramètres, qui sont : les coefficients d’effet de paroi et d’effet de desserrement, le rapport de tailles de caverne critique et l’indice de compaction du mélange. Ce dernier ayant subi un nouvel étalonnage, le MEC 4-paramètres montre son efficacité quant à la prédiction de compacités sur mélanges binaires à partir de l’analyse de 780 résultats obtenus sur différents types de matériaux. Enfin, un modèle visant à prédire la viscosité d’une suspension concentrée de particules sphériques multidimensionnelles suspendues dans un fluide visqueux est présenté. Compatible avec la relation d’Einstein, il fait appel au concept de changement d’échelle de Farris et à une loi de viscosité de type Krieger-Dougherty. Lorsque la fraction volumique de solide atteint sa valeur critique, la suspension devient empilement et le mélange atteint la compacité du squelette solide déterminée par le MEC 4-paramètres
Packing density of granular materials is a quantity which interests many sectors, in particular hydraulic concrete. When two monodimensional grain classes have no very different sizes, two geometrical interactions develop : the wall effect and the loosening effect. The first one express the perturbation of the packing of the small grains at the interface between large and small grains. The second one occurs when small grains are not enough fine to insert into small cavities created by the touching larger grains. We analyze how they are taken into account in existing packing models. We select finally the compressible packing model (CPM) of de Larrard et al., one of the most effective. In this one, wall effect and loosening effect are quantified by two coefficients. They can, of course, be calculated from experimental results on binary mixtures, as a function of fine/coarse diameter ratios. However, there is no satisfactory theory allowing to calculate them. This doctoral thesis is done to fill this missing link. Ordered and very packed piles of particles are used as a reference frame to be in adequation with the CPM assumptions which require, before the calculation of the real packing density, the determination of a virtual packing density. The latter is defined as the maximum packing density attainable if each particle could be positioned in its ideal location. This approach allows the creation of elementary juxtaposed cells. In that context, the effect of a smaller grain (loosening effect) or a larger grain (wall effect) on the packed class is based on the study of a foreign sphere surrounded by dominant class neighbours. The numerical simulation confirms the validity of the model. In addition to predict wall effect and loosening effect coefficients close to those determined theoretically, numerical simulation was used to predict the solid fraction of maximally dense disordered packings of bidisperse spherical frictionless particles with 0,2 and 0,4 size ratios. The « partial pressures » concept, that includes both geometrical and mechanical aspects, allows to complete and improve the notion of dominant class and to better understand the build-up of the granular skeleton. In addition with « small grains packed » and « large grains packed » zones, the numerical simulation has highlighted a joint zone, called « synergism zone of the granular skeleton » where « partial pressures » fine-large particles are the most important. With this new theory developed for geometrical interactions, the compressible packing model (CPM) is evolving to the new 4-parameter CPM which are : the wall effect coefficient, the loosening effect coefficient, the critical cavity size ratio and the compaction index of the mixing, which requires a new recalibration. The 4-parameter CPM demonstrates its efficiency to predict the packing density of binary mixtures from the analysis of 780 results obtained on different types of materials. Finally, a model intended to predict the viscosity of a multimodal concentrated suspension with spherical particles suspended in a viscous fluid is presented. We resort to the iterative approach advocated by Farris and to a power-law relation (Krieger-Dougherty type) for the relative viscosity, compatible with the Einstein relation appropriate for a dilute suspension. When the solid volume fraction reaches its critical value, the suspension is jammed and the mixture reaches the packing density of the solid skeleton calculated with the 4-parameter CPM

La production de l’huile de palme génère plusieurs déchets dont les coques de noix de palmistes (CNP). Face à l’épuisement des ressources naturelles, utilisables en technique routière, la valorisation des déchets agricoles comme les coques de noix de palmiste constitue une solution alternative d’avenir pour les pays producteurs du palmier à huile. Cette thèse étudie l’utilisation des coques de noix de palmiste comme agrégat grossier dans la formulation des composites, proposables comme matériaux de couches d’assises des chaussées à faible trafic. La première partie du manuscrit traite de l’élaboration des mélanges des coques de noix de palmiste et de la terre de barre (terre latéritique abondante dans le sud du Bénin) pour une utilisation en couche de fondation. Les proportions volumiques de chaque composite sont déterminées par la loi parabolique de Fuller-Thompson. Au laboratoire, les essais géotechniques sur le sol latéritique et sur les composites ont montré que l’ajout de 61% des CNP à la terre de barre augmente l’indice CBR de 76% à 95% de l’optimum Proctor Modifié. L’ajout de 15% de sable lagunaire dans la formulation a permis de réduire la plasticité de 29%. Ainsi, le composite (39 % de sol latéritique + 61 % de CNP) avec un indice CBR égal à 30 et le composite (45 % de sol latéritique, 40 % de CNP et 15 % de sable de lagune) avec un indice CBR égal à 41 sont utilisables en couche de fondation des routes à faible trafic. La deuxième partie est consacrée au remplacement dans un béton bitumineux semi grenu 0/10 utilisable en couche de roulement des gros granulats classiques par les coques de noix de palmiste. Les différentes compositions granulaires sont obtenues par le modèle d’empilement compressible de De Larrard. La tenue à l’eau, étudiée à travers l’essai de Duriez montre que les CNP peuvent remplacer les granulats grossiers dans les enrobés des chaussées à faible trafic. La valorisation des coques de noix de palmistes en technique routière, constitue une grosse solution technico- économique dans le désenclavement des milieux ruraux des pays tropicaux et surtout pour le transport des produits des zones de production vers celles de transformation et de consommation
The production of palm oil generates several wastes including palm kernel shells (PKS). Facing the depletion of natural resources that can be used in pavement construction, the recovery of agricultural waste such as palm kernel shells is an alternative solution for the future for oil palm producing countries. This thesis studies the use of palm kernel shells as coarse aggregate in the formulation of composites materials. The latter can be used as subbase course materials for low-traffic pavements. The first part of the manuscript deals with the production of mixtures of palm kernel shells and lateritic soil (lateritic soil abundant in the south of Benin) for use as a foundation layer. Parabolic law of Fuller-Thompson is utilized to determine the volume proportions of each composite. In the laboratory, geotechnical experiments on lateritic soil and on composites have shown that the addition of 61% PKS increases the CBR index from 76% to 95% of the Modified Proctor optimum. The addition of 15% lagoon sand in the formulation decreases the plasticity by 29%. Thus, the composites with a CBR index of 30 (39% lateritic soil + 61% PKS) and 41 (45% lateritic soil, 40% PKS and 15% lagoon sand) can be used in the foundation layer for low traffic roads. The second part focuses on the substitution of the traditional coarse aggregates by palm kernel shells in a semi-grained bituminous concrete 0/10. This type of asphalt is usable in surface wearing course. The different granular compositions are obtained by the compressible stacking model of De Larrard. The moisture resistance, studied through the Duriez test, shows that PKS can be a good alternative of coarse aggregates in lightly trafficked pavement mixes. The valorization of palm kernel shells in transportation technology is a major technical and economical solution to provide a better access to the rural areas in tropical countries. Especially, it can be useful for the transport of products from production areas to those of processing and consumption

碩士
國立臺灣科技大學
營建工程系
103
The volume of aggregates occupies by more than 70 vol. % of concrete. The packing problem of aggregates has a decisive influence on concrete quality, The concrete which is made by a good packing condition will have a better performance on all aspects of strength, permeability and economy, etc. . Most previous researches use experimental method to get the mixing proportion with maximum packing density of aggregates in order to reach the goal of dense grading. This study, used the compressible packing model (CPM) which has proposed by the scholar de Larrard in 1999 to calculate the packing density of aggregates, and compare that from the analysis of Fuller's curve with two different parameters. Simultaneously, the local sand and gravel were sieved into five different combinations of aggregate packing, including five-phase aggregates (all of fine aggregate), six-phase aggregates (five-phase aggregates +#4 coarse aggregate, +3/8" coarse aggregate and +3/4" coarse aggregate), eight-phase aggregates (all of fine aggregate +3 kinds of coarse aggregate),together with three kinds of gradation mode to conduct a total of 15 different sets of experiments for packing density test in order to verify the results of numerical analysis. The results show that, in consideration of the wall effect and loose effect, the mean packing densities for five different combinations of aggregate mixtures calculated by the CPM were higher than those of ten groups of aggregate mixtures obtained by the Fuller's curve by 2% ~ 10%. In the meantime, most experimental results of packing density for those fifteen groups of mixtures were located between two analytical results. The difference of packing density obtained by two kinds of Fuller's curve was less than 7%. The mean packing density of 8-phase aggregate with three packing modes were between 0.677 and 0.721. On the other hand, the mean experimental packing densities of 5-phase aggregate were between 0.770 and 0.827, were between 0.715 and 0.724 for 5-phase aggregate. It indicates that, under the premise of no excessive interference among aggregates that proposed CPM can have the usability and feasibility to build the well-made article packing with different combinations of aggregates.

This work deals with an experimental and numerical study on the horizontal and vertical hydrodynamic forces induced by tsunami-like waves on horizontal cylinders. The laboratory investigation has been performed in the wave flume of the University of Calabria. Twelve pressure transducers have been mounted along the external contour of a cylinder, while four wave gauges have been located close to the cylinder and an ultrasonic sensor behind the paddle to measure its displacement. Tests have been carried out for Keulegan-Carpenter numbers, KC, ranging from about 4 to 7. By the numerical viewpoint, a diffusive weakly-compressible SPH model has been adopted. To prevent spurious flows near the cylindrical contour, a packing algorithm has been applied before SPH simulations. The acoustic components occurring in the numerical pressure field have been filtered through the application of Wavelet Transform. By using different calibration methods, experimental and SPH forces and kinematics at the cylinder have been used to calculate the hydrodynamic coefficients in the Morison and transverse semi-empirical equations for engineering purposes.

The tightness of valves, compressors and pumps is ensured by superposed braided rings installed in a system of stuffing-box. The nature of the packings material and structure, which is like a rectangular braided cord, influences the proper stuffing-box assembly behavior. During installation, a minimum compressive load is required to ensure a minimum level of tightness. A fairly large percentage of this axial compression load is transferred to the radial direction to generate the contact pressures at the packing-stem and packing-housing interfaces necessary for sealing. The packing is considered in several studies as a viscoelastic material with its creep-relaxation behavior assumed as one-dimensional rheological model. In the present work, relaxation tests in a test-bunch containing all the components of the packed stuffing-box, are carried out to define a creep constitutive law for packing braids of different materials. Based on three-dimensional compression tests the developed method is applied to three different packing materials.

Well completion plays a key role in reservoir production as it serves as a pathway that connects the hydrocarbon bearing rock with the wellbore, allowing formation fluids (e.g. oil, gas, water) to flow into the well and then up to production facilities on the surface. Frac-packing completion (F&P) is a well stimulation technique that vastly increases the fluid transport capability of the near wellbore region in comparison with the original formation capacity by filling fractures and perforation tunnels with high-permeability proppant, thus enabling higher production rates for the same pressure drop. Hence, it is of interest for the production engineer to have an accurate description of the actual and predicted production performance in terms of pressure drop and flowrate after the F&P completion process is done. However, in developing a mathematical model of this scenario two critical challenges should be faced: (a) as fluid flows at high flowrates it begins to deviate from linear behavior, i.e. Darcy’s law is no longer valid, (b) compressible fluid flow behavior in the near wellbore region cannot be intuitively predicted due to the geometrical complexity introduced by the well completion (e.g. perforation tunnels and fractures). Additionally, this kind of mathematical model must take into account the existence of three different domains: reservoir (porous, low permeability), completion region (porous, high permeability), and free flow region. In view of these complications, this study presents a computational approach to model and characterize the near wellbore region with F&P completion using computational fluid dynamics (CFD) modeling, combining a non-linear (non-Darcy or Forchheimer) real gas flow in porous media with a turbulence model for the free flow region. This study is classified into three parts: 1) verification case, 2) Darcy vs. non-Darcy flow, and 3) erosion analysis. All simulation cases are assumed to be isothermal, steady state gas flow. Streamlines are implemented to identify the possible kinds of flow regimes, or patterns, in the near wellbore region and it is shown that gas flow pattern can be high unpredictable. Turbulence production and erosional velocity limit are also analyzed. Finally, mathematical correlations for well completion performance of this particular case study are derived using data curve fitting. In conclusion, the CFD approach has proven to be a powerful yet flexible computational tool that can help the production and/or reservoir engineer to predict flow behavior as well as production performance for a gas producing well with F&P completion, while providing an insightful graphical description of pressure and velocity distribution in the near wellbore region.

Abstract This paper discusses the results of a finite element (FE) based study of the compressive instabilities of braided glass fiber composites. The micromodel was based on a 2-unitcell size 3-D FE model. Computational tests were carried out to first determine the elastic moduli of the system. Once the computational model was validated with experimental data for the elastic moduli, the compressive response of the micromodel was established using the RIKS method option available in the ABAQUS commercial FE code. The present approach is different from that reported in the literature where classical methods based on the technique of homogenization is used to model the elastic and inelastic response of braided composites. In the present work, explicit account of the braid microstructure (geometry and packing) and the inelastic properties of the matrix are accounted for via the use of the FE method. The macromechanical data pertaining to the braided composites were obtained through traditional means. Tensile tests were performed on the composites through the usage of ASTM D 3039 standard to obtain the macroscopic orthotropic moduli and response. For each test, 3 samples were used to ensure accuracy and the average data is reported in this paper. A separate test was conducted to obtain the in-situ matrix properties of the glass braided composites. The computational model provides a means to assess the compressive strength of braided composites and its dependence on various microstructural parameters. It also serves as a tool to assess the most significant parameter that affects compressive strength. Furthermore, the model is useful to understand the response of braided composites under multiaxial loads.

Materials and mechanical design procedures for ultra-high performance cement composites (UHPC) members based on analytical models are addressed. A procedure for the design of blended components of UHPC is proposed using quaternary cementitious materials. The blending procedures are used using a packing and rheology optimization approach to blend high performance mixtures using non-proprietary formulations. Closed-form solutions of moment-curvature responses of UHPC are derived based on elastic-plastic compressive model and trilinear strain hardening tension stress strain responses. Tension stiffening behavior of UHPC due to fiber toughening and distributed cracking is then incorporated in the cross-sectional analysis. Load-deflection responses for beam members are obtained using moment-area, and direct integration approach. The proposed models provide insights in the design of SHCC to utilize the hardening properties after cracking. Using proper parameters, generalized materials model developed are applicable to both SHCC and strain softening cement composites such as steel fiber reinforced concrete (SFRC), textile reinforced concrete (TRC) and ultra-high performance concrete (UHPC).DOI: http://dx.doi.org/10.4995/HAC2018.2018.8263

The ever increasing power density in modern semiconductor devices requires heat dissipation solution such as heat sink to remove the heat away from the device. A compressive loading was applied to reduce the interfacial thermal resistance between package and heat sink. In this study both numerical modeling and experimental approaches were employed to study the effect of compressive loading on the interconnect reliability, especially for high power density package, under thermal cycling loading conditions. The JEDEC standard thermal cycle tests were conducted and the resistance of the daisy chained circuits was in-situ measured to record the failure time. The failure analysis has been performed to indentify the failure modes of solder joint with and without the presence of compressive loading. A finite element based thermal fatigue life prediction model for SAC305 solder joint under compressive loading was also developed and validated with the experimental results.

Axial members are commonly used in automotive structures and are responsible for absorbing significant portion of impact energy in the event of an accident. This study was conducted to investigate the effects of inclusion of functionally graded cellular structures in thin walled members under compressive axial loading. A compact functionally graded cellular structure was introduced inside a 352 mm long square tube with side length and wall thickness of 74 mm and 3.048 mm, respectively. The tube wall material was aluminum. The cellular structure’s geometry was observed in the cross-section of a banana peel that has a specific graded cellular packing in a confined space. This packing enables the peel to protect the internal soft core from external impacts. The same cellular pattern was used to construct the structure in present study. The study was conducted using non-linear finite element analysis in ABAQUS. The hybrid structure (tube and graded cellular structure) was fixed on one side and on the other (free end) side, was struck by a rigid mass of 300 Kg travelling at a velocity of 35 mph (15.64 m/s) along the axis of the square tube and perpendicular to the in-plane direction of the graded cellular structure. The tube and cell walls were discretized using reduced integration, hourglass control, 4 nodes, and hexahedral shell elements. The impact plate was modeled with 4 node rigid shell elements. General contact conditions were applied to define surface interaction among graded structure, square tube, and rigid plate. The parameters governing the energy absorbing characteristics such as deformation or collapsing modes, crushing/ reactive force, and energy curves, were evaluated. The results showed that the inclusion of graded cellular structure increased the energy absorption capacity of the square tube by 41.06%. The graded structure underwent progressive stepwise, layer by layer, crushing mode and provided lateral stability to the square tube thus delaying local tube wall collapse and promoting outward convex localized folds on the tube’s periphery as compared to highly localized and compact deformation modes that are typically observed in an empty square tube under axial compressive loading. The variation in deformation mode, large contact areas, presence of graded cellular structure resulted in enhanced stiffness of the hybrid structure, and therefore, high energy absorption by the structure. The results of this preliminary study show a potential of functionally graded cellular materials to significantly improve the energy absorbing capacities of thin walled members under axial loading by altering member’s crushing deformation modes.

When an oil well is submitted to cyclic steam injection the heating process induces tensile stresses in the cement sheath due to the thermal gradient that take place leading to cement-steel debonding and/or cement cracking. Similar problem can occur if the cement sheath is submitted to high creep deformations coming from the adjacent rock (this is the case for example of oil exploration in salt domes). In both cases sheath cracking can result in loss of hydraulic isolation and consequently in excessive water production with undesired economic and environmental consequences. In order to deal with this challenging scenario oil well cementing systems of special properties (e.g. high tensile strength, low elastic modulus and elevated toughness) should be used as an alternative to conventional high compressive strength systems. In this study cement pastes of high ductility were developed using wollastonite micro-fibers as reinforcement. The mixtures were developed within the framework of the Compressive Packing Model [1] and wollastonite microfibers were added in volume fractions of 2.5, 5.0 and 7.5 %. Uniaxial and triaxial compressive tests were carried out to obtain the unconfined and confined stress-strain behavior of the composites. The crack initiation stress and strain and the fracture process of the pastes under unconfined stress will be reported in this paper. Triaxial tests were performed under confining pressures of 0, 600 and 1200 psi and the Mohr-Coulomb criteria assumed to determine the internal frictional angle and cohesion. The results show that the addition of wollastonite microfibers increased the compressive strength of the pastes keeping the same strain capacity of the matrix. The internal frictional angle was also increased with the increase in the fiber volume fraction. However, the cohesion of the paste was reduced with the fiber addition.

A numerical experiment studying the gas-particle variant of the Richtmyer-Meshkov instability is presented. Using an Eulerian-Lagrangian approach, namely point particle simulations, we track trajectories of computational particles composing an initially corrugated particle curtain, after the curtain’s interaction with a shock wave. We solve the compressible multiphase Euler equations in a two-dimensional planar geometry and use state-of-the-art particle force models, including unsteady forces, for the gas-particle coupling. However, additional complexities associated with compaction of the curtain of particles to random close packing limit and beyond are avoided by limiting the simulations to relatively modest initial volume fraction of particles. At a fixed Mach number, we explore the effects of the initial perturbation amplitude, initial particle volume fraction and initial shape on the dispersal of the particle curtain. For this shock strength, our simulations suggests that the amplitude of the initial perturbation does not play a significant role in the late time particle dispersal, contrary to the volume fraction. Higher initial particle volume fraction tend to faster particles dispersal. Finally, higher frequency initial perturbations seem to be absorbed by lower frequency initial perturbations.