Strain of heated concrete during two thermal cycles. Part 1: strain over two cycles, during first heating and at subsequent constant temperature

Abstract

This paper presents the strain behaviour of three nuclear reactor type plain unsealed (50–60 N/mm2) concretes exposed under 0% and 20% compressive loads to a 14-day two-thermal-cycle test (test temperatures ranging from 100°C to 600°C). A generic approach is taken for wider application and for the in-depth understanding of the behaviour of heated concrete in general. Concrete during the two thermal cycles experiences both expansive and contractive strains. The former includes ‘thermal expansion’, cracking expansion and chemically induced expansion. The latter includes drying shrinkage, load-induced thermal strain (LITS) during virgin heating, ‘delayed’ LITS at constant temperature and time-dependent creep. The overall strains during heating, at constant temperature and during cooling reflect both contractive and expansive influences. LITS is absent during cooling and a second heat cycle. A summary of the influences of material and environmental factors upon the thermal strain and LITS of concrete is given indicating first-order, second-order and negligible influences. The role of the thermal instability of concrete depends upon the constituents, and specifically the aggregate type. It is found to be very significant, manifesting itself in crack development and large expansive strains and is most evident when heating/cooling without load to temperatures above 300–400°C. A five-day period at constant temperature following the thermal transient (1°C/min) reveals shrinkage, creep and expansive strains dependent upon temperature–load level and concrete type, emanating from continuation of physico-chemical transformations. The largest strain contribution at constant temperature is from the end of the heating ramp (up to 10 h) to about one day after start of heating. The test regime provided a wider insight into the nature of heated concrete.

Ultra High-Performance Fiber-Reinforced Concrete (UHPFRC): a review of material properties and design procedures

“…For practical purposes, transient creep can be described accurately enough by concrete overall behavior. In this case, the concept of LITS (Load Induced Thermal Strain) defined in [64], can be adopted. It includes both transient creep and mechanical strain components (plastic strains and changes in the elastic strain due to concrete softening behavior).…”

Behaviour of high-performance concrete at high temperatures: some highlights

“…It appears during the non-stationary heating of concrete under sustained mechanical load [5,[33][34][35][36][37]. It was shown that the presence of this phenomenon could relax the compressive stresses in a column subjected to temperature [39,40] and that this strain component can reach a high magnitude.…”

“…It was shown that the presence of this phenomenon could relax the compressive stresses in a column subjected to temperature [39,40] and that this strain component can reach a high magnitude. Extensive studies of this phenomenon have been conducted for ordinary concretes by [35][36][37][38]. More recent studies have been carried out, principally for HPC, in order to assess and understand contributing mechanisms of transient thermal strain activation.…”

Modeling Thermal Strain of Concrete at Mesoscale

“…LITS master curve acc. to Khoury [3] In general, it is found that LITS depends strongly on the level of the applied compressive stress. Unlike free thermal strain, LITS is not reversible upon cooling and occurs only during the initial heating.…”

“…The effect of the compressive stress on thermal strain was first observed in the 1960-ies and has been vastly investigated since [1,2,[4][5][6][7]. Khoury [3][4][5] performed several experimental studies, where most of the relevant parameters such as load level, aggregate type, degree of saturation etc. were varied.…”