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Experimental study of the modulus of elasticity of concrete at different ambient temperature

机译:不同环境温度混凝土弹性模量的实验研究

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The structural performance of concrete construction and bridges is directly influenced by the strength and the modulus of elasticity of concrete.The modulus of elasticity is an input parameter to the creep compliance important especially in design calculation of large concrete bridges.The development of strength and modulus of elasticity at the early ages depends also on the temperature of the environment during casting and curing of concrete.The effect of ambient temperature on modulus of elasticity is however not assessed by the EN 1992-1-1 [1].The experimental program was focused on determination of static modulus of elasticity and compressive strength cast and cured at ambient temperature +20°C and temperature-5°C at different time.The paper also formulates preliminary design recommendations applicable in practice.
机译:混凝土结构和桥梁的结构性能直接受到混凝土弹性模量的影响。弹性模量是蠕变顺应性的输入参数,重要的是大型混凝土桥梁的设计计算。强度和模量的发展早期的弹性也取决于混凝土铸造和固化过程中环境的温度。然而,EN 1992-1-1 [1]没有评估环境温度对弹性模量的影响。实验计划是专注于测定弹性和压缩强度的静态模量,在环境温度+ 20℃和温度-5°C的不同时间内固化。本文还制定了在实践中适用的初步设计建议。

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