Torsional behavior and analysis of steel fiber reinforced concrete (SFRC) beams is
investigated in this paper. The purpose of this study is twofold; to examine the torsion …

For shear-critical structural elements where the use of stirrups is not desirable, such as slabs
or beams with reinforcement congestion, steel fibers can be used as shear reinforcement …

This study proposes a shear strength model for steel fiber‐reinforced concrete (SFRC)
beams—the so‐called dual potential capacity model (DPCM). It can suitably consider the …

Limited research has focused on the development of rational theoretical models for
evaluating the pure-torsional behavior of ultra-high-performance fiber-reinforced concrete …

The prestressed hollow-core slab (PHCS) system is one of the most commonly adopted
precast concrete flooring systems, which can optimize productivity and structural efficiency …

This study introduces two analytical approaches to estimate the torsional behavior of steel
fiber reinforced concrete (SFRC) members. The first approach utilized the tensile constitutive …

The current design codes for concrete structures suggest the minimum torsional
reinforcement ratio to induce minimum ductile failure after cracking in reinforced concrete …

In this study, a torsional behavior analysis model is developed for reinforced concrete (RC)
members subjected to combined loads. In the analytical model, a member section is …

This study conducted an extensive review and evaluation of torsional design methods
specified in SNiP and other international building codes. Unlike thin‐walled tube approach …

The amount of maximum torsional reinforcement is specified to prevent the failure of
concrete compressive struts before the reinforcement yielding in reinforced concrete …