The analysis of failure in concrete and reinforced concrete beams with different reinforcement ratio

Marta Słowik

doi:10.1007/s00419-018-1476-5

Abstract

In this paper the analysis of failure and crack development in beams made of concrete is presented. The analysis was carried out on the basis of the performed experimental investigation and numerical simulations. A fictitious crack model based on nonlinear fracture mechanics was applied to investigate the development of strain softening of tensile concrete in plain concrete and slightly reinforced concrete beams. The role of strain softening was also discussed according to the inclined crack propagation in highly reinforced concrete beams. The analysis has brought the evidence that the mode of failure in flexural beams varies according to a longitudinal reinforcement ratio. A brittle failure due to the formation of a flexural crack takes place in plain and slightly reinforced concrete beams, and strain softening of tensile concrete is of paramount importance at failure crack initiation and propagation. A stable growth of numerous flexural cracks is possible in moderately reinforced concrete beams, and then the load carrying capacity is connected with reaching the yield stress of reinforcing steel or concrete crushing in the compression zone. In higher reinforced concrete beams without transverse reinforcement, brittle failure can take place due to shear forces and the development of diagonal cracks. However, strain softening of tensile concrete is not the only mechanism influencing the propagation of an inclined crack. Such mechanisms as aggregate interlock and dowel action of steel bars contribute more importantly to the development of failure crack.

Highlights

The load capacity of concrete structures is affected by the cracking behavior of concrete
In concrete beams the mode of failure changes according to a longitudinal reinforcement ratio:
The strain softening of tensile concrete is of paramount importance when analyzing crack propagation and failure process in these beams

Summary

Introduction

The load capacity of concrete structures is affected by the cracking behavior of concrete. The failure behavior of concrete and reinforced concrete beams under flexure was analyzed by numerous researchers. Much smaller database of experimental results can be found for longitudinally reinforced concrete beams without transverse reinforcement [6,7,8,9,10]. The failure process in flexural beams without transverse reinforcement can vary according to the longitudinal reinforcement ratio. The question arises as to what the influence of reinforcement ratio on crack initiation and development is and as to when steel reinforcement effectively protects against brittle, dangerous failure. These problems are discussed in the paper

Plain concrete and slightly reinforced concrete beams

Moderately and higher reinforced concrete beams

Findings

Conclusions