Shear Response of Members without Shear Reinforcement—Experiments and Analysis Using Shear Crack Propagation Theory (SCPT)

Shear Response of Members without Shear Reinforcement—Experiments and Analysis Using Shear Crack Propagation Theory (SCPT)

The determination of the ultimate shear capacity and the identification of the corresponding load-carrying mechanisms of concrete members without shear reinforcement has been an ongoing research topic for over 100 years. Based on a full mechanical model, the Shear Crack Propagation Theory (SCPT) ena...

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Bibliographic Details
Main Authors: Maximilian Schmidt, Philipp Schmidt, Sebastian Wanka, Martin Classen
Format: Article
Language:English
Published: MDPI AG 2021-03-01
Series:Applied Sciences
Subjects:
shear crack propagation theory
SCPT
shear force
crack propagation
mechanical model
members without shear reinforcement
Online Access:https://www.mdpi.com/2076-3417/11/7/3078

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