339 research outputs found
Bond strength of reinforcing bars with different encasement qualities : guidelines for the development length of reinforcing bars in shotcrete
Depuis plusieurs annĂ©es, le bĂ©ton projetĂ© a Ă©tĂ© utilisĂ© pour la stabilisation des talus et le renforcement des structures dĂ©gradĂ©es. Ă ce jour, il est Ă©galement utilisĂ© pour construire des Ă©lĂ©ments complets tels que des murs de refend, colonnes, coquilles minces, revĂȘtements de tunnels et poutres. Cependant, depuis quelques annĂ©es, les ingĂ©nieurs en structures ont soulevĂ© une prĂ©occupation particuliĂšre concernant la qualitĂ© d'enrobage des barres d'armature. En effet, des imperfections peuvent ĂȘtre crĂ©Ă©es spĂ©cifiquement derriĂšre les barres d'armature si le bĂ©ton n'est pas projetĂ© correctement ce qui pourrait provoquer la rupture prĂ©maturĂ©e des Ă©lĂ©ments structuraux. Essentiellement, peu de recherche a Ă©tĂ© faite Ă ce sujet et les recommandations courantes reposent sur des fondements entiĂšrement empiriques servant uniquement Ă Ă©valuer la qualitĂ© de l'enrobage de barres d'armature des carottes des panneaux de caractĂ©risation. Cette Ă©tude a pour but d'augmenter les connaissances scientifiques concernant la rĂ©duction de l'adhĂ©rence entre les barres d'armature et le bĂ©ton causĂ© par ces imperfections afin d'inclure ce phĂ©nomĂšne dans les guides destinĂ©s Ă l'inspection et Ă la conception des structures en bĂ©ton projetĂ©. Pour contrebalancer la perte d'adhĂ©rence, le cas Ă©chĂ©ant, des facteurs de modification pour l'Ă©quation de la longueur de dĂ©veloppement des barres d'armature en traction est proposĂ©e. Ă cette fin, l'Ă©tude prĂ©sente une phase expĂ©rimentale, une phase de modĂ©lisation et finalement une phase analytique. La phase expĂ©rimentale inclut des Ă©prouvettes de type « pull-out » faites en bĂ©ton projetĂ© et en bĂ©ton coulĂ© ayant des vides artificiels (pour recrĂ©er les imperfections parfois observĂ©es en bĂ©ton projetĂ©). Des Ă©prouvettes de type « beam-end » coulĂ©es avec des vides artificiels ont Ă©galement Ă©tĂ© testĂ©es. La phase de modĂ©lisation inclut seulement des Ă©prouvettes de type « beam-end » et les principaux rĂ©sultats Ă©tudiĂ©s comportent la charge maximale et le type de rupture des Ă©prouvettes, lesquels se sont montrĂ©s influencĂ©s principalement par la longueur transversale des vides (pĂ©rimĂštre non-adhĂ©rĂ©) et le recouvrement du bĂ©ton. Les rĂ©sultats ont permis d'Ă©tablir des pĂ©rimĂštres non-adhĂ©rĂ©s limites pour lesquels une rupture par dĂ©chaussement pourrait survenir. Cependant, puisqu'une certaine perte d'adhĂ©rence a Ă©tĂ© observĂ©e mĂȘme avant les limites Ă©tablis, la phase analytique a permis de proposer des facteurs de modification pouvant ĂȘtre utilisĂ©s avec l'Ă©quation de la longueur de dĂ©veloppement. Ainsi, des recommandations ont Ă©tĂ© dĂ©veloppĂ©es pour permettre aux ingĂ©nieurs de prendre des dĂ©cisions concernant l'intĂ©gritĂ© des structures pendant les inspections ou d'inclure le bĂ©ton projetĂ© lors de la conception de ces structures si des vides sont relevĂ©es ou susceptibles d'ĂȘtre crĂ©Ă©s derriĂšre les barres d'armature.For many years, shotcrete (sprayed concrete) has been used for slope stabilization and the reinforcement of degraded structures. Nowadays, it's also used to build full-depth structural reinforced concrete elements such as shear walls, columns, thin shells, tunnel linings and girders. However, concerns regarding the encapsulation quality of the reinforcing bars have been raised by structural engineers. Indeed, imperfections could be created specifically behind the reinforcing bars if concrete is inappropriately sprayed which could cause the premature failure of structural elements. Essentially, very little research has been completed on the subject and the current guidelines rely completely on empirical evidence which serves only to evaluate the encasement quality of reinforcing bars from cores taken from pre-construction panels. This study aims to increase the scientific understanding regarding the bond stress reduction between reinforcing bars and concrete caused by the presence of such imperfections in order to include this phenomenon in the current inspection and design guidelines for shotcrete structures. To counteract the bond stress loss, if any, modification factors to be used in conjunction with the development length equation of reinforcing bars in tension is proposed. To do so, the study includes an experimental, a modeling and lastly an analytical phase. The experimental phase includes sprayed as well as cast in-place with artificial voids (to recreate the imperfections observed when shotcrete is incorrectly applied) âpull-outâ specimens. Cast in-place âbeam-endâ specimens with artificial voids were also studied. The modeling phase only includes âbeam-endâ specimens and the main studied results were the ultimate load and the mode of failure of the specimens which were found to be mainly influenced by the transversal length of the voids (or un-bonded perimeters) and the concrete cover. The results allowed to establish un-bonded perimeters limits beyond which a possible reinforcing bar pull-out failure could occur. However, since a certain bar stress loss was still observed even below the limits established, the analytical phase served to propose modification factors to be used in conjunction with the development length equation. Thus, important guidelines have been created for structural engineers allowing them make decisions regarding the integrity of shotcrete structures during the inspection phase or to take into account shotcrete during the design phase of structures if imperfections are observed or are susceptible to be created behind the reinforcing bars
Encapsulation quality of reinforcement: Impact on bond strength and structural design considerations
Proper reinforcement encapsulation is a concern among structural engineers who must work with limited specific guidelines for shotcrete. Indeed, imperfections behind reinforcing bars (or any other obstacles) are often reported with the excessive use of set-accelerating admixtures or with unskilled nozzlemen. To address such concerns, past research has mainly focused on optimal mixture consistencies and best nozzle handling techniques to obtain perfect encapsulation [1, 2].
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Experimental proof of the reciprocal relation between spin Peltier and spin Seebeck effects in a bulk YIG/Pt bilayer
We verify for the first time the reciprocal relation between the spin Peltier
and spin Seebeck effects in a bulk YIG/Pt bilayer. Both experiments are
performed on the same YIG/Pt device by a setup able to accurately determine
heat currents and to separate the spin Peltier heat from the Joule heat
background. The sample-specific value for the characteristics of both effects
measured on the present YIG/Pt bilayer is (6.2 \pm 0.4)\times 10^{-3} \,\,
\mbox{KA^{-1}}. In the paper we also discuss the relation of both effects
with the intrinsic and extrinsic parameters of YIG and Pt and we envisage
possible strategies to optimize spin Peltier refrigeration.Comment: 11 pages, 3 figure
Non-equilibrium thermodynamics of the spin Seebeck and spin Peltier effects
We study the problem of magnetization and heat currents and their associated
thermodynamic forces in a magnetic system by focusing on the magnetization
transport in ferromagnetic insulators like YIG. The resulting theory is applied
to the longitudinal spin Seebeck and the spin Peltier effects. By focusing on
the specific geometry with one YIG layer and one Pt layer, we obtain the
optimal conditions for generating large magnetization currents into Pt or large
temperature effects in YIG. The theoretical predictions are compared with
experiments from the literature permitting to derive the values of the
thermomagnetic coefficients of YIG: the magnetization diffusion length m and the absolute thermomagnetic power coefficient TK.Comment: accepted for publication on Physical Review
Non-equilibrium thermodynamics of the longitudinal spin Seebeck effect
In this paper we employ non equilibrium thermodynamics of fluxes and forces
to describe magnetization and heat transport. By the theory we are able to
identify the thermodynamic driving force of the magnetization current as the
gradient of the effective field . This definition permits to define
the spin Seebeck coefficient which relates and the
temperature gradient . By applying the theory to the geometry of the
longitudinal spin Seebeck effect we are able to obtain the optimal conditions
for generating large magnetization currents. Furthermore, by using the results
of recent experiments, we obtain an order of magnitude for the value of
TK for yttrium iron garnet
(YFeO).Comment: accepted for publication on Physics Procedi
Longitudinal spin Seebeck coefficient: heat flux vs. temperature difference method
The determination of the longitudinal spin Seebeck effect (LSSE) coefficient
is currently plagued by a large uncertainty due to the poor reproducibility of
the experimental conditions used in its measurement. In this work we present a
detailed analysis of two different methods used for the determination of the
LSSE coefficient. We have performed LSSE experiments in different laboratories,
by using different setups and employing both the temperature difference method
and the heat flux method. We found that the lack of reproducibility can be
mainly attributed to the thermal contact resistance between the sample and the
thermal baths which generate the temperature gradient. Due to the variation of
the thermal resistance, we found that the scaling of the LSSE voltage to the
heat flux through the sample rather than to the temperature difference across
the sample greatly reduces the uncertainty. The characteristics of a single
YIG/Pt LSSE device obtained with two different setups was Vm/W and Vm/W with the heat flux method
and V/K and V/K
with the temperature difference method. This shows that systematic errors can
be considerably reduced with the heat flux method.Comment: PDFLaTeX, 10 pages, 6 figure
Domain-wall motion in random potential and hysteresis modeling
Two different approaches to hysteresis modeling are compared using a common ground based on energy relations, defined in terms of dissipated and stored energy. Using the Preisach model and assuming that magnetization is mainly due to domain-wall motion, one can derive the expression of magnetization along a major loop typical of the JilesâAtherton model and then extend its validity to cases where mean-field effects and reversible contributions are present
Non-equilibrium Thermodynamics of the Longitudinal Spin Seebeck Effect
In this paper we employ non equilibrium thermodynamics of fluxes and forces to describe magnetization and heat transport. By the theory we are able to identify the thermodynamic driving force of the magnetization current as the gradient of the effective field âżHâ. This definition permits to define the spin Seebeck coefficient Ï”M which relates âżHâ and the temperature gradient âżT. By applying the theory to the geometry of the longitudinal spin Seebeck effect we are able to obtain the optimal conditions for generating large magnetization currents. Furthermore, by using the results of recent experiments, we obtain an order of magnitude for the value of Ï”M ⌠10-2 TK-1 for yttrium iron garnet (Y3Fe5O12)
Local spin Seebeck imaging with scanning thermal probe
In this work we present the results of an experiment to locally resolve the
spin Seebeck effect in a high-quality Pt/YIG sample. We achieve this by
employing a locally heated scanning thermal probe to generate a highly local
non-equilibrium spin current. To support our experimental results, we also
present a model based on the non-equilibrium thermodynamic approach which is in
a good agreement with experimental findings. To further corroborate our
results, we index the locally resolved spin Seebeck effect with that of the
local magnetisation texture by MFM and correlate corresponding regions. We
hypothesise that this technique allows imaging of magnetisation textures within
the magnon diffusion length and hence characterisation of spin caloritronic
materials at the nanoscale
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