Estimation of Modulus of Elasticity In High-Performance Concrete Mix at Earlier and Later Ages

R. Pinto, K. Hover
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引用次数: 1

Abstract

An investigation was performed to study the estimation of modulus of elasticity at early and later ages, as a function of compressive strength and by the maturity approach. The study includes extensive laboratory work, where compressive strength and modulus of elasticity were measured at different ages for a high performance concrete mixture made with two different types of coarse aggregate, and cured at various curing temperatures. Comparison with provisions to estimate the modulus of elasticity given by ACI 318 and the CEB model code are presented, together with the application of the maturity approach to model the development of the modulus of elasticity. It is concluded that the compressive strength-modulus of elasticity relationships in the international codes may be used to estimate the elastic modulus at later ages if correction factors to account for the type of coarse aggregate are used. These relationships, however, were not able to estimate reliable results at earlier ages. The maturity approach was seen to better estimate the modulus of elasticity at early ages.
高性能混凝土配合比早期和后期弹性模量的估算
一项调查进行了研究弹性模量的估计在早期和后期的年龄,作为抗压强度的函数,并通过成熟度方法。这项研究包括大量的实验室工作,其中测量了两种不同类型的粗骨料制成的高性能混凝土混合物在不同龄期的抗压强度和弹性模量,并在不同的养护温度下进行养护。并与ACI 318和CEB模型规范中关于弹性模量估算的规定进行了比较,并应用成熟度法对弹性模量的发展进行了建模。结果表明,在考虑粗骨料类型的修正因素下,国际规范中的抗压强度-弹性模量关系可用于估计后期的弹性模量。然而,这些关系并不能在更早的年龄估计出可靠的结果。成熟度法可以更好地估计早期弹性模量。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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