College - Author 1
College of Architecture and Environmental Design
Department - Author 1
Architectural Engineering Department
Degree Name - Author 1
BS in Architectural Engineering
College - Author 2
College of Architecture and Environmental Design
Department - Author 2
Architectural Engineering Department
Degree - Author 2
BS in Architectural Engineering
Date
6-2026
Primary Advisor
Michael Deigert, College of Architecture and Environmental Design, Architectural Engineering Department
Abstract/Summary
This project investigated the flexural behavior of a concrete-encased W8×13 steel beam detailed without conventional longitudinal reinforcement and constructed using an experimental cardboard/Masonite formwork system. A bare steel control specimen and an encased composite specimen were tested under identical loading conditions to evaluate the effects of concrete confinement and welded transverse reinforcement on lateral-torsional buckling behavior. Results showed that the encased specimen remained laterally stable and developed flexural cracking and concrete crushing rather than the lateral-torsional buckling observed in the control beam. The study also demonstrated that the modified cardboard formwork successfully contained the concrete without the seepage failures observed in previous research, providing a promising basis for continued investigation into both alternative composite member detailing and lower-waste formwork systems.
URL: https://digitalcommons.calpoly.edu/arcesp/262