Considering the probabilistic distribution of fibers in amorphous steel fiber reinforced concrete(ASFRC), the number of amorphous steel fibers crossing the critical section were theoretically derived as a function of fiber geometry, specimen dimensions and fiber volume fraction. The developed theoretical expressions reasonably predicted the number of amorphous steel fibers at different sections.

• 이재명(중앙대학교 건축공학과 석사과정) | Lee, Jae Myung
• 이차돈(중앙대학교 건축공학과 교수, 구조기술사) | Lee, Chadon