Date of Award

12-2025

Document Type

Thesis

Degree Name

Master of Science (MS)

Department

Civil Engineering

Committee Chair/Advisor

Laura Redmond

Committee Member

Ece Erdogmus

Committee Member

Brandon Ross

Abstract

Currently, the experimental database for Modulus of Rupture (MOR) of masonry beams is limited, and current provisions in TMS 402/602-22 use the MOR values from wallette tests. The primary goal of this research is to experimentally determine the parameters that influence MOR. The secondary goal of this work is to compare the MOR values from beam and bond wrench tests obtained in this study with each other as well as with values published in the literature. The standard ASTM E518 test was used for determining MOR values for beams, and a modified approach to ASTM C1072 that nullifies the eccentricity in loading was used in the bond wrench testing. In total, 30 single-course (22 unreinforced and 8 reinforced masonry beams), 16 three-course reinforced beams, and 22 unreinforced bond wrench prisms were tested with varying grout type, mortar type, masonry units, mortar width and reinforcement depth (when applicable). The results suggest that the current provisions in TMS 402/602-22 give conservative predictions for MOR and for cracking moments. However, the code only considers mortar type and bond pattern for choosing MOR values, whereas our experimental data shows a strong dependence on the grout strength. Relationships for MOR based on grout strength alone developed from the unreinforced beam testing were not sufficient to predict cracking moments of the reinforced masonry beams in the test program. Other parameters, such as unit type and grout continuity, could be considered using discrete element modeling to build a strong case for the relationships between these parameters and MOR that could not be statistically confirmed due to the small sample size of the experimental study.

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