Residual fracture toughness of normal- and high-strength gravel concrete after heating to 600°C.
Citation
Zhang, B. & Bicanic, N. (2002). Residual fracture toughness of normal- and high-strength gravel concrete after heating to 600°C. Materials Journal. 99, 217-226. ISSN 0889-325X
Keywords
Materials; Concrete; Gravel concrete; Curing; Fracture; Strength; Temperature;
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