Flexural fatigue behavior of ultra-lightweight cement composite and high strength lightweight aggregate concrete

• Published in: Construction & building materials Vol. 173; pp. 90 - 100
• Main Authors: Sohel, K.M.A., Al-Jabri, K., Zhang, M.H., Liew, J.Y. Richard
• Format: Journal Article
• Language: English
• Published: Elsevier Ltd 10.06.2018; Elsevier B.V
• Subjects: Analysis; Chemical properties; Fatigue (Materials); Flexural fatigue; Lightweight concrete; Mechanical properties; Properties; S-N curve; Ultra lightweight cement composite; Weibull distribution; Oman; Singapore; S-N curve; Lightweight concrete; Weibull distribution; Flexural fatigue; Ultra lightweight cement composite
• ISSN: 0950-0618; 1879-0526
• DOI: 10.1016/j.conbuildmat.2018.03.276

•Study the fatigue behavior of ultra lightweight cement composite (ULCC) and lightweight aggregate concrete (LWAC).•ULCC shows higher fatigue life than plain high strength LWAC, both of having similar strength.•Probabilistic analysis of the fatigue data modeled by Weibull distribution.•Weibull distribution parameters and fatigue equations for different failure probabilities were obtained.•This would be useful for the rational fatigue design of ULCC and LWAC structures. This paper investigated the fatigue performance of ultra-lightweight cement composite (ULCC) and lightweight aggregate concrete (LWAC) subjected to flexural load. The ULCC having mean density of 1450 kg/m3 contained cenosphere as micro aggregates and 0.9% volume of polyvinyl alcohol (PVA) fibers. The average 28-days cylinder compressive strengths of the ULCC and LWAC were 62 MPa and 63 MPa, respectively. 108 specimens were tested to measure the flexural fatigue strength under third-point loading. All the specimens were sized as 100 × 76 × 406 mm with an effective span of 300 mm. Using the experimental results, S-N curves were plotted and regression analysis was conducted to propose the equations (called Wöhler equations) for predicting the flexural fatigue strength of ULCC and LWAC. Also, the probabilistic distributions of fatigue life of ULCC and LWAC at a given stress level were modeled using the two-parameter Weibull distribution. The distribution parameters were obtained using three different methods. Design fatigue lives were obtained at different stress levels for ULCC and LWAC corresponding to different failure probabilities. The S-N relationship incorporating the failure probability is found more conservative than that found by Wöhler fatigue equation. The flexural fatigue performance of ULCC is better than that of LWAC, both of having similar strength.