Shear strength and failure criterion of carbon fiber reinforced coral concrete under combined compression-shear stresses

With the rapid development of the marine industry, the wide application potential of coral concrete (CC) in the construction of islands has been identified. Adding carbon fiber (CF) into CC can improve its mechanical properties and further expand its application scope. Many concrete members, such as corbels, expressways, and deep beams, are usually subjected to combined compression-shear loading during service. This study investigated the shear strength of carbon fiber reinforced coral concrete (CFRCC) under combined compression-shear stresses. A total of 162 specimens with six CF dosages (0.0%, 0.3%, 0.6%, 0.1%, 1.5%, 2.0%), six normal stress ratios (0.0, 0.1, 0.2, 0.4, 0.6, 0.8), and three concrete strength grades (C20, C30, C40) were designed to carry out the test. The results show that with the increase in the normal stress ratio, the spalling of concrete along the main shear crack and the friction trace on the shear failure surface are increasingly apparent, and the shear strength also increases. The addition of CF can diminish the spalling of concrete and improve the shear strength, and the optimum CF dosage is approximately 1.5%. As the uniaxial compressive strength increases, the shear strength increases approximately linearly. Based on the test results, the failure criteria for CFRCCs under compressionshear stresses are proposed and show a good agreement with the test results.

Automated summary

With the rapid development of the marine industry, the potential use of coral concrete (CC) in island construction has been recognized. This study investigated the shear strength of carbon fiber reinforced coral concrete (CFRCC) under combined compression-shear stresses. The results showed that the shear strength increased with the increase in normal stress ratio, and the addition of carbon fiber improved the shear strength and reduced spalling of concrete. The optimal carbon fiber dosage was approximately 1.5%.