Abstract: The primary objective of this study was to investigate the behavior of concrete subjected to repeated biaxial compressive loading. Square plate specimens of concrete were tested under in-plane repeated loading that included ...

Abstract: Building structures subjected to fire will generally experience complex force-temperature paths. In this paper, these paths are expressed simply by two basic paths: the path of constant forces but subjected to elevated ...

Abstract: The behavior of concrete exposed to fire is highly influenced by stress-temperature path. Any stress-temperature path consists of two basic paths: the path of constant temperature but subjected to increasing stress (TS ...

Abstract: Six specimens with different concrete cover (CC) thickness (10–30 mm) were tested to investigate the influence of the CC on the properties of reinforced concrete flexural members exposed to fire. The specimens were heated ...