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Showing 1 to 12 of 12 for “"Eurocode 2"”.

  1. Niðurbeygja í steyptum plötum samkvæmt Eurocode 2 1992-1-1:2023 : umfjöllun á orsökum og stjórnun niðurbeygju í steinsteyptum gólfplötum

    … gólfplötum með tilliti til nýjustu útgáfu Eurocode 2 staðalsins (1992-1-1:2023). Í seinni hlutanum er Eurocode 2 staðallinn nýttur til að bera saman útreikninga á steypu sem er styrkt annars vegar með hefðbundnum bendistálum og hins vegar með basaltrefjum (e. basalt fiber reinforced …

    reykjavik Repository record for Niðurbeygja í steyptum plötum samkvæmt Eurocode 2 1992-1-1:2023 : umfjöllun á orsökum og stjórnun niðurbeygju í steinsteyptum gólfplötum (opens in a new tab)

  2. Punching shear in pad foundations on rock

    … recommendations given by BS 8110: Part 1 (1985), Eurocode 2 prEN 1992-1-1 and ACI 318-02 on pad foundations, with particular emphasis on pu.nching shear was first carried out. It was found that, only Eurocode 2 prEN 1992-1-1 outlines briefly the issue of pad foundations on rock. An experimental …

    malta Repository record for Punching shear in pad foundations on rock (opens in a new tab)

  3. Fjaðurstuðull steinsteypu

    … er að aðlaga þurfi frekar erlenda staðla svo sem Eurocode 2 og fib Model Code að eðliseiginleikum íslenskra fylliefna.

    reykjavik Repository record for Fjaðurstuðull steinsteypu (opens in a new tab)

  4. Compressive Creep of Prestressed Concrete Mixtures With and Without Mineral Admixtures

    … by the American Concrete Institute or the CEB 90 Eurocode 2 model recommended by the Euro-International Committee. The ASSHTO LRFD is based on the ACI 209 model. Three other models are the B3 model, developed by Bazant; the GZ model, developed by Gardner; and the SAK model developed by Sakata. The …

    vt Repository record for Compressive Creep of Prestressed Concrete Mixtures With and Without Mineral Admixtures (opens in a new tab)

  5. Column Footings Strengthened with External Prestressing and External Wrapping Systems

    … all developed from the original model adopted by Eurocode 2, with the critical section located at d/2 to the edge of the column. Each analytical model is derived using linear aggression analysis, with the investigated parameters being considered.</p>

    syracuse-diss Repository record for Column Footings Strengthened with External Prestressing and External Wrapping Systems (opens in a new tab)

  6. Zur Verbundverankerung bei Vorspannung mit sofortigem Verbund in Hochleistungsbetonen

    … and is regulated in DIN 1045-1, DIN 4227, Eurocode 2, Model Code 90 and ACI 318-02. However, there are no verified experimental design rules for the bond behavior of prestressing forces in high-performance concrete, especially for lightweight and self-compacting concrete. Also, a consistent …

    aachen Repository record for Zur Verbundverankerung bei Vorspannung mit sofortigem Verbund in Hochleistungsbetonen (opens in a new tab)

  7. Analyse comparative de modèles de prédiction du retrait et du fluage d'un béton à hautes performances avec air entraîné

    … palier final à la fin des essais. Le modèle de l’Eurocode 2 Annexe B prédit le mieux les deux types de fluage lorsqu’on considère qu’il n’y a pas de fumée de silice dans le modèle. Trois modèles ont été ajustés et extrapolés à très long terme : Eurocode 2 Annexe B, fib 2010 et le modèle B4. Les …

    sherbrooke Repository record for Analyse comparative de modèles de prédiction du retrait et du fluage d'un béton à hautes performances avec air entraîné (opens in a new tab)

  8. Entwicklung eines Berechnungsmodells für das Langzeitverhalten von Stahlbeton und textilbewehrtem Beton bei überwiegender Biegebeanspruchung

    … für Kriechen und Schwinden (z.B. nach EUROCODE 2) kalibriert werden können. Die betrachteten Textilfasern werden zunächst mit linear-elastischem Verhalten in Rechnung gestellt. Auf alternative Ansätze, die auch hier viskoelastische Eigenschaften berücksichtigen, wird hingewiesen, und …

    qucosa-diss

  9. Zur Zuverlässigkeit der Bemessung gegen Durchstanzen bei Einzelfundamenten

    … reinforcement, the empirical design rule of Eurocode 2 was modified with a factor taking into account the shear slenderness. The reliability of the final equation was verified via semi-probabilistic calculations. In addition, a design proposal for footings with shear reinforcement was …

    aachen Repository record for Zur Zuverlässigkeit der Bemessung gegen Durchstanzen bei Einzelfundamenten (opens in a new tab)

  10. Design and Performance of Reinforced Concrete Elements with Spatial Tailoring of Concrete Properties

    … spanning simply-supported slabs, by adapting Eurocode 2 design equations to incorporate step changes in concrete properties and by assuming that composite behaviour is achieved. The embodied carbon reduction achieved through functional layering is assessed with two concurrent strategies: …

    cambridge Repository record for Design and Performance of Reinforced Concrete Elements with Spatial Tailoring of Concrete Properties (opens in a new tab)

  11. Influencia de la distribución de la carga en la capacidad resistente a cortante en elementos sin armadura transversal : estudio teórico y experimental

    … the Spanish standard is based on the proposal of Eurocode 2. In order to investigate this problem and contribute to shed some light on it, a series of problems common in engineering practice have been analyzed. From this analysis it has become clear that there is a lack of harmony between the …

    upm Repository record for Influencia de la distribución de la carga en la capacidad resistente a cortante en elementos sin armadura transversal : estudio teórico y experimental (opens in a new tab)