Auswahl der wissenschaftlichen Literatur zum Thema „Poutre en Béton Armé“
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Zeitschriftenartikel zum Thema "Poutre en Béton Armé"
Kotronis, Panagiotis, Luc Davenne und Jacky Mazars. „Poutre multifibre Timoshenko pour la modélisation de structures en béton armé“. Revue Française de Génie Civil 8, Nr. 2-3 (Februar 2004): 329–43. http://dx.doi.org/10.1080/12795119.2004.9692609.
Der volle Inhalt der QuelleBreysse, Denis, Jean-Luc Clement, Jacky Mazars und Christos Saouridis. „Prévision du comportement à la ruine d’une poutre en béton armé non classiquement ferraillée“. Materials and Structures 22, Nr. 6 (November 1989): 420–28. http://dx.doi.org/10.1007/bf02472219.
Der volle Inhalt der QuelleKotronis, Pangiotis, Luc Davenne und Jacky Mazars. „Poutre multifibre Timoshenko pour la modélisation de structures en béton armé. Théorie et applications numériques“. Revue française de génie civil 8, Nr. 2-3 (28.03.2004): 329–43. http://dx.doi.org/10.3166/rfgc.8.329-343.
Der volle Inhalt der QuelleKrour, B., F. Bernard, A. Tounsi und E. A. Adda Bedia. „Solution Améliorée Pour La Détermination Des Contraintes d’interfaces d’une Poutre En Béton Armé Renforcée Avec Une Plaque En Composite.“ MATEC Web of Conferences 2 (2012): 02004. http://dx.doi.org/10.1051/matecconf/20120202004.
Der volle Inhalt der QuelleFouré, Bernard, und Naceur Eddine Hannachi. „Rigidité de torsion des poutres en béton armé fissurées en flexion“. Revue Française de Génie Civil 3, Nr. 2 (Januar 1999): 115–54. http://dx.doi.org/10.1080/12795119.1999.9692242.
Der volle Inhalt der QuelleCastel, Arnaud, Raoul François und Ginette Arliguie. „Modèle de comportement mécanique des poutres en béton armé après fissuration“. Revue Française de Génie Civil 5, Nr. 5 (August 2001): 527–51. http://dx.doi.org/10.1080/12795119.2001.9692711.
Der volle Inhalt der QuelleDuprat, Frédéric. „Analyse probabiliste de la fiabilité des poutres en béton armé corrodées“. Revue Française de Génie Civil 8, Nr. 2-3 (Februar 2004): 261–88. http://dx.doi.org/10.1080/12795119.2004.9692606.
Der volle Inhalt der QuelleAttari, N., S. Amziane und M. Chemrouk. „Efficacité du renforcement des poutres en béton armé par des matériaux composites“. MATEC Web of Conferences 2 (2012): 02005. http://dx.doi.org/10.1051/matecconf/20120202005.
Der volle Inhalt der QuelleHannachi, Naceur Eddine, und Bernard Fouré. „Calcul de la rigidité de torsion des poutres en béton armé fissurées en flexion“. Canadian Journal of Civil Engineering 23, Nr. 6 (01.12.1996): 1190–98. http://dx.doi.org/10.1139/l96-928.
Der volle Inhalt der QuelleDestrebecq, J. F., und K. Dyduch. „Équilibre interne et ouverture des fissures des poutres en béton armé dans le temps“. Materials and Structures 19, Nr. 2 (März 1986): 123–30. http://dx.doi.org/10.1007/bf02481756.
Der volle Inhalt der QuelleDissertationen zum Thema "Poutre en Béton Armé"
Miramontes, de León Diego. „Modèle global de poutre pour l'analyse sismique des portiques en béton armé : approche phénoménologique et approche en plasticité“. Lyon, INSA, 1996. http://www.theses.fr/1996ISAL0103.
Der volle Inhalt der QuelleThe study of the damage process and the vulnerability to collapse of RC structures under earthquake loading requires the formulation of numerical models capable of describing the nonlinear behaviour of structural members. However, the nonlinear dynamic analysis of complete structures results in a considerable volume of calculus. Consequently, the numerical tools-kits should be specialized in order to improve their efficiency. In this work, a global model for the seismic analysis of RC beam systems is proposed. A first phenomenological approach is characterized by a uniaxial cyclic law based on a moment-curvature relationship. In this uncoupled formulation a negligible variation of the normal force is supposed. The simplified kinematic and material hypotheses allow the prediction of key phenomena: cracking of concrete, yielding of steel and the strength degradation du to cyclic loading. A second approach based on the theory of plasticity extend to the domain of applicability to complex loading. This formulation takes into account the interaction of normal force and flexion. The proposed kinematic hardening rule is supported by the phenomenological moment-curvature relation-ship. Finally, both approaches are compared to experimental results. Several structural members and subassemblies are subjected to different loading conditions. The obtained numerical results confirm the interest of the proposed model and at the same time, suggest the extension for spatial cases. The proposed model unify the efficiency and reliability. It offers the possibility to carry out a systematic application of nonlinear analysis of current RC structures
Boucher, Jonathan. „Développement d'une poutre de béton armé de bambou préfabriquée pour l'habitat urbain de Hanoi“. Thesis, Université Laval, 2006. http://www.theses.ulaval.ca/2006/23928/23928.pdf.
Der volle Inhalt der QuelleThis thesis relates on the development of a precasted concrete floor intended for the urban habitat of Hanoi and more particularly to the prefabrication of a concrete beam reinforced with bamboo. A part of this research was carried out jointly with Mr. Dany Blackburn which was interested to low cost housing and gas concrete slabs. Initially, our work consisted in drawing up the portrait of the local construction market to seize the principal realities and stakes of them. The observations carried out on the ground at summer 2002 are thus presented in the first part of this thesis. In the second part, a recension of writings gives a progress report on the current state of the most recent publications on the bamboo reinforced concrete technology. With the information collected on the ground and listed in the literature, the principal objective of this thesis was carried out: the prefabrication of a concrete beam reinforced with bamboo. The third part of research exposes the methodology used during the experiments. Finally, a real size prototype of the prefabricated floor system was assembled. The model is composed of 3 concrete beams reinforced with bamboo and 10 gas concrete slabs produced by Dany Blackburn within its report. Mechanical tests were then carried out to measure the structural effectiveness of the concrete beams reinforced with bamboo and of the prefabricated floor system. The results presented in the last part of this thesis show that the bamboo as concrete reinforcement in the prefabrication of beams are an interesting alternative and can be used effectively for the residential construction of Hanoi.
Nguyen, Xuân Huy. „Vulnérabilité des structures en béton armé à voiles porteurs : expérimentation et modélisation“. Grenoble INPG, 2006. http://www.theses.fr/2006INPG0049.
Der volle Inhalt der QuelleThis work is done in the framework of the ECOLEADER program - European consortium of laboratories for earthquake and dynamic experimental research - to improve our knowledge on the vulnerability of reinforced concrete structural walls submitted to seismic loadings. A modelling strategy based on Euler - Bernoulli or Timoshenko multifiber beams is presented. Constitutive laws are based on plasticity for steel and damage mechanics for concrete. This simplified model permits to reproduce the global behaviour of reinforced concrete structures under dynamic loading. Critical zones and damage distributions are also correctly predicted. Non linear dynamic calculations are the only ones able to simulate the variation of the axial force and thus they are a necessary tool for the design and conception of new buildings
Iskef, Alaa Eddin. „Technologies informatiques pour l'étude du comportement expérimental et numérique d'un assemblage poutre-poteau en béton armé“. Thesis, Université Paris-Saclay (ComUE), 2016. http://www.theses.fr/2016SACLN015/document.
Der volle Inhalt der QuelleThe behavior of reinforced concrete beam-column joints and their influence on the strength of the structures under cyclic or seismic loadings has been the subject of several investigations in recent years. However, the behavior of that part of the structure remains far from being mastered due to the complexity of the assembly involving several physical phenomena and due to the lack of exhaustive experimental data. This work aims to implement and provide a reliable and dense experimental database whose vocation is to provide access to an experimental benchmark to enable the modeling and validation of the behavior of these assemblies
Aitali, Méhéna. „Contribution à l'étude de la fiabilité des poutres hyperstatiques en béton armé“. Toulouse, INSA, 1992. http://www.theses.fr/1992ISAT0031.
Der volle Inhalt der QuelleKotronis, Panagiotis. „Cisaillement dynamique de murs en béton armé : modèles simplifiés 2D et 3D“. Phd thesis, École normale supérieure de Cachan - ENS Cachan, 2000. http://tel.archives-ouvertes.fr/tel-00074469.
Der volle Inhalt der QuelleNgo, Minh Duc. „Renforcement au cisaillement des poutres béton armé par matériaux composites naturels (fibre de Lin)“. Thesis, Lyon, 2016. http://www.theses.fr/2016LYSE1169/document.
Der volle Inhalt der QuelleIn the field of construction, concrete is the most common material used to construct buildings, bridges... With its great history, there are a large number of structures that is found degraded for many reasons such as road accidents, changes in traffic, load changes in buildings or climate action ...To resolve these issues, two main options available to project owners: the reconstruction or repair. Reconstruction is an interesting solution but is very expensive and cannot be applied to all structures (historical works ...). The second solution is often used to keep the structures under service conditions. A repair methods commonly used is the application of composite materials to strengthen reinforced concrete structures. The relatively acceptable cost and rapid implementation make this technical solution increasingly appreciated. The Flax fiber is a natural material which has good mechanical properties. At present, the flax fiber is applied in several areas: automotive, sports ... In the civil engineering field, with its good mechanical properties, flax fiber can be used in the field of building Reinforced Concrete structures substitution of regular fibers (carbon fiber, fiberglass ...) The aim of this thesis is the evaluation of the ability to use flax fibers in strengthening reinforced concrete beams. The study will focus on a case of shear reinforcement that is not well documented in the literature; it will be compared with the reinforcement with carbon fibers. The experimental program was carried out on 3-point bending tests with the support of load approach for a strong shear in the area concerned on rectangular beams and T-beams. The beams are reinforced by bidirectional flax fabrics and unidirectional reinforcement and different configurations. The calculation standards ACI, FIB, CSA, CNR-DT ... recommended to calculate structures with carbon reinforcements and glass in building for shear strengthening are applied to ensure their effectiveness in the case of a reinforcement flax fibers. Finally, a numerical model is being studied by the finite element method to reproduce the behavior of beams reinforced with natural fiber to study the parameters that play an important role in shear strengthening of concrete beams reinforced with flax fiber. The results show that the reinforcing flax fiber has significant effects in the shear reinforcement of reinforced concrete beams (increase in shear resistance of 10% to 33%). The reinforcement by flax fiber has a mechanical capacity equivalent to that of carbon fiber in the shear reinforcement of reinforced concrete beams and potential in strengthening reinforced concrete structure. The results of the numerical model by the finite element method reflect a behavior similar to those obtained during the experimental tests. The model also valid flax fiber capacity comparable to that of carbon fiber in the shear strengthening of reinforced concrete beams
Capdevielle, Sophie. „Introduction du gauchissement dans les éléments finis multifibres pour la modélisation non linéaire des structures en béton armé“. Thesis, Université Grenoble Alpes (ComUE), 2016. http://www.theses.fr/2016GREAI109/document.
Der volle Inhalt der QuelleThe present work is dedicated to the numerical modeling of structures using multifiber beam elements. This numerical method was proved to be efficient to simulate the behavior of slender structural elements subject to normal stresses. However, the response of the model for shear-dominating stresses lacks of accuracy. This problem is addressed by introducing warping in the kinematics of multibfiber beam elements. A new multifiber element is developed in two steps. Torsional warping is first introduced in the deformations of an arbitrary-shaped composite cross section. The resulting warping profiles are validated by comparison with the axial displacements obtained by three-dimensional modeling of beams in torsion. After implementation of the warping kinematics in a Timoshenko multifiber beam element, the formulation is validated against the experimental behavior of beams subject to pure torsion. The material is modeled by a 3D damage law, and warping is updated throughout the computations to account for damage evolution. A comparison of torque–twist curves predicted with enhanced and classical beam elements to experimental curves highlights the importance of including warping in the model. The second step consists in formulating an element with additional warping degrees of freedom, accounting for the warping deformations due to both transverse shear and torsion. This element is validated using an analytical model for a beam subject to transverse shear. Then the linear elastic behavior of a beam subject to both shear and torsion is successfully compared to the results of a 3D simulation. The complete formulation is coupled to damage through an implicit soulution procedure for the beam and the warping degrees of freedom. The enhanced method is eventually used to compute the behavior of a full structure subject to a seismic loading
Breysse, Denys. „Pour une optimisation discrète des structures en béton armé“. Paris 6, 1986. http://www.theses.fr/1986PA066021.
Der volle Inhalt der QuelleReimeringer, Mathieu. „Contribution à l'étude de l'effondrement d'une structure en béton armé“. Orléans, 2005. http://www.theses.fr/2005ORLE2022.
Der volle Inhalt der QuelleBücher zum Thema "Poutre en Béton Armé"
Rahmy, Philippe. Béton armé. Paris: La Table ronde, 2013.
Den vollen Inhalt der Quelle finden1935-, Kong F. K., Hrsg. Reinforced concrete deep beams. Glasgow: Blackie, 1990.
Den vollen Inhalt der Quelle findenDavidovici, Victor. Aide-mémoire de béton armé. Paris: Dunod, 1985.
Den vollen Inhalt der Quelle findenSamikian, Aram. Béton armé, calcul aux états limites: Théorie et pratique. Montréal, Québec, Canada: G. Morin, 1987.
Den vollen Inhalt der Quelle findenInternational Symposium on Ferrocement (5th 1994 UMIST, Manchester). Ferrocement: Proceedings of the Fifth International Symposium on Ferrocement, UMIST, Manchester, 6-9 September, 1994. London: E & FN Spon, 1994.
Den vollen Inhalt der Quelle findenChaallal, Omar. Structures en béton armé: Calcul selon la norme ACNOR A23.3-04. Québec, Québec: Presses de l'Université du Québec, 2008.
Den vollen Inhalt der Quelle findenChaallal, Omar. Structures en béton armé: Calcul selon la norme ACNOR A23.3-04. 2. Aufl. Québec (Québec): Presses de l'Université du Québec, 2014.
Den vollen Inhalt der Quelle findenUniversité du Québec. École de technologie supérieure, Hrsg. Structures en béton armé: Calcul selon la norme ACNOR A23.3-04. 2. Aufl. Québec, Québec: Presses de l'Université du Québec, 2012.
Den vollen Inhalt der Quelle findenCollins, Peter. Splendeur du béton: Les prédécesseurs et l'oeuvre d'Auguste Perret. Paris: Hazan, 1995.
Den vollen Inhalt der Quelle findenSimonnet, Cyrille. Le béton: Histoire d'un matériau : economie, technique, architecture. Marseille: Parenthèses, 2005.
Den vollen Inhalt der Quelle findenBuchteile zum Thema "Poutre en Béton Armé"
Jaruniek, M., und T. Niezgodzinski. „Interfaciale Fracture entre les Matériaux Polymères et le Béton Armé“. In Adhesion between polymers and concrete / Adhésion entre polymères et béton, 32–40. Boston, MA: Springer US, 1986. http://dx.doi.org/10.1007/978-1-4899-3454-3_4.
Der volle Inhalt der QuelleJasienko, J., J. Karys und A. Olejnik. „Collaboration d’Une Armature Collee avec les Poutres Fissurees de Beton Arme“. In Adhesion between polymers and concrete / Adhésion entre polymères et béton, 534–41. Boston, MA: Springer US, 1986. http://dx.doi.org/10.1007/978-1-4899-3454-3_53.
Der volle Inhalt der QuelleKamaitis, Z., A. Sniuksta und A. Kudzys. „Revetements Anti-Corosion IKAS pour les Structures en Beton Arme“. In Adhesion between polymers and concrete / Adhésion entre polymères et béton, 177–82. Boston, MA: Springer US, 1986. http://dx.doi.org/10.1007/978-1-4899-3454-3_19.
Der volle Inhalt der QuelleTheile, Dominique. „Le poteau et le voile : essor et apogée du béton armé dans le logement collectif en France“. In De Diversis Artibus, 193–200. Turnhout: Brepols Publishers, 2000. http://dx.doi.org/10.1484/m.dda-eb.4.00976.
Der volle Inhalt der QuelleCarré, Anne-Laure. „Saint-Gobain et le "béton armé translucide", 1931-1937 : la mise au point de la trempe des pavés de verre“. In Materials: Research, Development and Applications, 81–96. Turnhout: Brepols Publishers, 2002. http://dx.doi.org/10.1484/m.dda-eb.5.113418.
Der volle Inhalt der Quelle„Bibliographie“. In Ouvrages en béton armé, 433–34. Dunod, 2018. http://dx.doi.org/10.3917/dunod.guill.2018.01.0433.
Der volle Inhalt der Quelle„La maçonnerie et le béton armé“. In Le Corbusier & Pierre Jeanneret - Restauration de l'Immeuble Clarté, Genève, 116–17. Birkhäuser, 2016. http://dx.doi.org/10.1515/9783035607512-025.
Der volle Inhalt der Quelle„Bibliographie“. In Le béton armé selon l'Eurocode 2, 318. Dunod, 2014. http://dx.doi.org/10.3917/dunod.sieff.2014.01.0318.
Der volle Inhalt der QuelleSamaï Bouadjadja, Assia. „Les constructions en béton armé Hennebique dans l’est algérien : commanditaires et entrepreneurs (1900-1930)“. In Construire au-delà de la Méditerranée, 138–47. Publications de l’Institut national d’histoire de l’art, 2012. http://dx.doi.org/10.4000/books.inha.12469.
Der volle Inhalt der QuelleFasoli, Vilma. „L’entreprise Porcheddu et les projets de réservoirs d’eau en béton armé : modèles constructifs et expériences de chantier (1912-1933)“. In Construire au-delà de la Méditerranée, 74–81. Publications de l’Institut national d’histoire de l’art, 2012. http://dx.doi.org/10.4000/books.inha.12394.
Der volle Inhalt der QuelleKonferenzberichte zum Thema "Poutre en Béton Armé"
ELALOUI, Noureddine. „Digue de protection en caissons préfabriqués en béton armé“. In Journées Nationales Génie Côtier - Génie Civil. Editions Paralia, 2012. http://dx.doi.org/10.5150/jngcgc.2012.074-e.
Der volle Inhalt der QuelleEL AMRI, Nora, Mohamed SABBAR, Hamid CHAKIR und Ghita MANGOUB. „Détermination expérimentale du coefficient de diffusion des ions chlorures dans le béton armé“. In Journées Nationales Génie Côtier - Génie Civil. Editions Paralia, 2012. http://dx.doi.org/10.5150/jngcgc.2012.075-e.
Der volle Inhalt der QuelleLESIEUTRE, Olivier, Arnaud MEILLIER, Xavier HALLOPEAU und François TEPLY. „Protection cathodique des aciers dans le béton armé par courant imposé sur une structure portuaire“. In Journées Nationales Génie Côtier - Génie Civil. Editions Paralia, 2016. http://dx.doi.org/10.5150/jngcgc.2016.050.
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