Finite element models, in Finite element models of masonry lap-splice panels and out of plane wall with Grade 80 rebars and fiber-reinforced grout

This DesignSafe publication presents a comprehensive set of finite element (FE) model files developed to simulate the behavior of masonry lap-splice specimens reinforced with Grade 80 steel bars embedded in fiber-reinforced grout. These models were created as part of a broader research effort to investigate the bond performance and structural response of high-strength reinforcement in masonry systems incorporating steel fibers in the grout matrix. The FE simulations complement the experimental program and provides an insight into bond-slip mechanisms, stress transfer, and failure modes observed in lap-splice tests. Particular emphasis is placed on evaluating the influence of fiber volume content and the associated fiber-reinforced grout factor on development length and overall bond behavior.The dataset included in this publication is with reference to the journal paper published in the Construction and Building Materials titled “Effect of Fiber-Reinforced Grout on Bond and Behavior of Structural Masonry with High-Strength Steel Reinforcement,” and includes organized FE model files, input parameters, and documentation consistent with the reported test matrix and modeling framework.