Experimental study on the mechanical properties of different fiber-reinforced seawater sea-sand engineered cementitious composites

Abstract

Abstract Engineered cementitious composites (ECCs) are a type of fiber-reinforced cementitious composite featuring tensile multiple-cracking and strain-hardening behaviors. Fiber-reinforced seawater sea-sand engineered cementitious composites (SS-ECCs) are a new type of ECC used for construction in coastal and marine areas lacking fresh water and river or manufactured sand, offering SS-ECCs much potential and socioeconomic benefit. In this study, SS-ECCs were prepared with artificial seawater, natural sea-sand, different fiber types (polyvinyl alcohol (PVA) fibers, polyethylene (PE) fibers, polypropylene (PP) fibers) and different fiber lengths (6, 9, 12, and 18\xa0mm). Compression, flexural, tensile and bending tests showed that the compressive and flexural strengths of SS-ECCs initially increased and then decreased with increasing fiber length. A fiber length of 12\xa0mm yielded the maximum strength. The 12-mm PE fiber-reinforced SS-ECC displayed the largest ultimate tensile stress of 4.047\xa0MPa and the largest ultimate tensile strain of 3.023%, and its flexural and tensile toughness indexes and residual flexural and tensile strength indexes all satisfied the corresponding requirements for an ideal elastoplastic material. In contrast, the 9\xa0mm and 12\xa0mm PVA fiber-reinforced SS-ECCs satisfied the requirements for an ideal elastoplastic material only partially. The relationship between the ultimate flexural deflection and the ultimate tensile strain is discussed, and the error of the formula between them is analyzed. All the findings can facilitate the future design and application of SS-ECCs in coastal and marine structures.