Fatigue Characteristics of Prestressed Concrete Beam under Freezing and Thawing Cycles

<table class="table-group" id="tab1"><tr><td><table class="table"><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr class="thead"><td class="align_left">Cement</td><td class="align_center">Fly ash</td><td class="align_center">River sand</td><td class="align_center">Macadam</td><td class="align_center">Polycarboxylic acid type water-reducer</td><td class="align_center">Water</td></tr><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr><td class="align_left">450</td><td class="align_center">50</td><td class="align_center">722</td><td class="align_center">1035</td><td class="align_center">5</td><td class="align_center">160</td></tr><tr class="table-tr"><td colspan="6"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Advances in Civil Engineering

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Table 1

Table 1: Fatigue Characteristics of Prestressed Concrete Beam under Freezing and Thawing Cycles 