TY - GEN
T1 - Characteristics of PVA fiber-reinforced mortars
AU - Skourup, Brian N.
AU - Erdogmus, Ece
PY - 2009
Y1 - 2009
N2 - Fiber-reinforced cementitious systems for concrete structures are increasing in popularity. However, fiber-reinforced mortar mixtures for masonry applications have not been extensively studied. In this study, various FRM mixtures using polyvinyl alcohol ∥PVA∥ fibers and FRM-clay unit prisms are tested and resulting mechanical properties are discussed. The FRMs are developed specifically for masonry applications such as the rehabilitation, reconstruction, and strengthening of existing masonry structures; therefore, mixtures with low compressive strength and high ductility are desired. Results show that increased toughness, ductility, and energy absorption can be achieved using FRMs in masonry joints without significantly altering the compressive capacity or aesthetics of the structure. The study provides valuable insight into effective FRM mixture design for masonry applications, suggested empirical formulas for modulus of rupture and modulus elasticity, and directions for future research.
AB - Fiber-reinforced cementitious systems for concrete structures are increasing in popularity. However, fiber-reinforced mortar mixtures for masonry applications have not been extensively studied. In this study, various FRM mixtures using polyvinyl alcohol ∥PVA∥ fibers and FRM-clay unit prisms are tested and resulting mechanical properties are discussed. The FRMs are developed specifically for masonry applications such as the rehabilitation, reconstruction, and strengthening of existing masonry structures; therefore, mixtures with low compressive strength and high ductility are desired. Results show that increased toughness, ductility, and energy absorption can be achieved using FRMs in masonry joints without significantly altering the compressive capacity or aesthetics of the structure. The study provides valuable insight into effective FRM mixture design for masonry applications, suggested empirical formulas for modulus of rupture and modulus elasticity, and directions for future research.
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U2 - 10.1061/41031(341)178
DO - 10.1061/41031(341)178
M3 - Conference contribution
AN - SCOPUS:69949169278
SN - 9780784410318
T3 - Proceedings of the 2009 Structures Congress - Don't Mess with Structural Engineers: Expanding Our Role
SP - 1622
EP - 1631
BT - Proceedings of the 2009 Structures Congress - Don't Mess with Structural Engineers
T2 - 2009 Structures Congress - Don't Mess with Structural Engineers: Expanding Our Role
Y2 - 30 April 2009 through 2 May 2009
ER -