Author(s)

Federico Accornero, Renato Cafarelli, and Alberto Carpinteri

 

Abstract

The cohesive/overlapping crack model represents an effective tool in the study of failure transition phenomena occurring in plain or reinforced concrete structures.

In the present paper, this non-linear fracture mechanics model is applied to study the global structural behavior of prestressed concrete beams casted by means of pre-tensioning technique or, more generally, having a straight steel strand layout.

In this context, a thorough analysis of scale effects is presented to investigate local mechanical instabilities such as snap-back and snap-through phenomena due to concrete cracking or crushing, highlighting the crucial role of the ductile-to-brittle transition in the design of prestressed concrete structural elements.

 

Keywords

concrete cracking; concrete crushing; ductile-to-brittle transition; non-linear fracture mechanics; prestressed concrete; scale effects

 

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