Page 144 - Handbook of Thermal Analysis of Construction Materials
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Section 9.0 - Durability Aspects                             127


                              polypropylene fiber exhibits an endothermic effect at 160–170°C caused
                              by melting. This is followed by an exothermal effect around 230°C due to
                              oxidation and an endothermal peak at 300°C for the decomposition. The
                              polyacrylonitrile did not melt but showed an exothermic effect around
                              300°C caused by the nitrile group polymerization and other side reactions.
                              The non-melting of this fiber together with its rapid exothermic degradation
                              effect may increase the risk of dangerous spalling in mortar exposed to rapid
                              thermal exposure.


                              9.4    Freezing-Thawing Processes


                                     Concrete is vulnerable to cracking when subjected to increasing
                              number of freezing-thawing cycles. The freezing processes occurring in the
                              various types of pores in the cement paste are complex and low temperature
                              thermal analysis methods involving DTA and DSC have been applied with
                              some success in explaining the mechanism of expansion and contraction.
                                     The increased damage that occurs when concrete is exposed to the
                              freeze-thaw cycles and salts has been investigated by many workers. [79]
                              Experiments involving measurements of length changes and heat changes
                              that occur when the cement paste is exposed to temperatures between 15 and
                              -70°C have yielded information on the mechanism of salt scaling. [79][80]
                              Figures 39 and 40 present results of length changes and DTA of cement
                              pastes saturated with NaCl (brine) of different concentrations (0, 5, 9, 13,
                              18, and 26%). During cooling cycles (Fig. 39), especially at lower concen-
                              trations, there is an expansion of 0.5% at 5% concentration compared to
                              0.08% in water and 0.01% at 26% concentration. On warming a significant
                              contraction occurs with highly concentrated salts at about -21°C, the
                              melting point of the eutectic. In the cooling cycle (Fig. 40), the first
                              exothermic peak is attributed to the commencement of formation of ice on
                              the external surface. According to Litvan, [79][80]  this represents a freezing
                              of the disordered liquid from the pores of the cement paste. The second
                              exothermal effect at -22°C is ascribed to the freezing of the solution of
                              eutectic composition. On warming, two processes occur, one at about -21°C
                              and another at a higher temperature, increasing in magnitude with increas-
                              ing salt concentration. The peak at the lower temperature represents melting
                              of eutectic mixture and that at the higher temperature, the melting of pure
                              ice. In addition to the physical mechanism of increased volume at low
                              temperatures due to the presence of salts, chemical reactions may also
                              occur, especially at higher temperatures. For example, at a calcium chloride
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