Doctor of Philosophy, Case Western Reserve University, 2025, Civil Engineering
This thesis presents an in-depth experimental study on the effect of specimen size on the fracture behavior of geometrically similar concrete notched beams. The research, which is one of the most extensive in this field, tests beams of five different depths. Sixty notched beams were subjected to a three-point bending (TPB) test setup, adhering to the draft recommendations of the ACI/ASCE 446 Technical Committee. The study examines beams with depths of 75 mm, 150 mm, 250 mm, 500 mm, and 1000 mm, and widths of 75 mm and 150 mm. It explores how the width affects the results of concrete notched beam tests and examines variations in TPB test rates to assess their impact on fracture responses. The stress at peak load ($\upsigma_N$) for each depth was plotted on a double logarithmic scale, and the results were compared to Professor Bazant's size-effect law (B-SEL) to analyze the size effect. A new test setup was introduced for larger specimens, and the load responses, peak loads, failure modes, fracture energy, and size-effect analysis are presented.
The study utilized digital image correlation (DIC) technology to investigate the fracture behavior of beams with varying depths. DIC was applied to one side of the specimens, providing detailed fracture behavior insights. Fracture energy was measured using the work-of-fracture method, and comparisons between linear variable differential transformer (LVDT) and DIC data were discussed. The fracture process zone (FPZ), which represents the area of tensile softening in concrete, was analyzed using DIC displacement and strain data. This analysis covered the FPZ's length, width, and neutral axis location across different specimen depths. Additionally, a new method to determine the critical crack opening $w_f$ using DIC data was proposed, and variations in $w_f$ and FPZ length along the notch ligament were examined. The evolution and width of the FPZ were analyzed through horizontal strain contour plots.
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Committee: Dr. Christian Carloni (Committee Chair); Dr. John Lewandowski (Committee Member); Dr. Xiong (Bill) Yu (Committee Member); Dr. Tommaso D'antino (Committee Member); Dr. Hyoung Suk Suh (Committee Member)
Subjects: Civil Engineering; Materials Science; Mechanics