Skip to Main content Skip to Navigation

Shear strength of structural elements in high performance fibre reinforced concrete (HPFRC)

Abstract : For members and flat slabs without shear reinforcement, the shear and punching shear strength are often the determining design criteria. These failure modes are characterized by a fragile behaviour implying possible partial or total collapse of the structure. Despite extensive research in this field, shear and punching shear in reinforced and prestressed concrete structures, remain complex phenomena so much that the current approach is often empirical or simplified. The ability of Steel Fibre Reinforced Concrete (SFRC) to reduce shear reinforcement in reinforced and prestressed concrete members and slabs,or even eliminate it, is supported by several experimental studies. However its practical application remains marginal mainly due to the lack of standard, procedures and rules adapted to its performance. The stationary processes in precast industry offer optimal possibilities for using high performance cementitious materials such as Self Compacting Concrete (SCC) and High Strength Concrete (HSC). For the author, the combination of High Performance Concrete and steel fibres is the following step in the development and the optimization of this industry. The High Performance Fibre Reinforced Concrete (HPFRC) stands between conventional SFRC and Ultra-High Performance Fibre Reinforced Concrete (UHPFRC). The HPFRC exhibiting a good strength/cost ratio is, thus, an alternative of UHPFRC for precast elements. The principal aim of this work was to analyse the shear and punching shear behaviour of HPFRC and UHPFRC structures without transversal reinforcement and to propose recommendations and design models adapted for practitioners. Several experimental studies on structural elements, i.e. beams and slabs, were undertaken for this purpose. Firstly, an original experimental campaign was performed on pre-tensioned members in HPFRC. A total number of six shear-critical beams of a 3.6 m span each, and two full scale beams of a 12 m span each, were tested in order to evaluate the shear and flexural strength. The principal parameter between the specimens was the fibres (…)
Document type :
Complete list of metadata
Contributor : ABES STAR :  Contact
Submitted on : Thursday, September 12, 2013 - 10:33:25 AM
Last modification on : Saturday, January 15, 2022 - 3:49:02 AM
Long-term archiving on: : Friday, December 13, 2013 - 4:19:49 AM


Version validated by the jury (STAR)


  • HAL Id : pastel-00861175, version 1


Lionel Moreillon. Shear strength of structural elements in high performance fibre reinforced concrete (HPFRC). Other. Université Paris-Est, 2013. English. ⟨NNT : 2013PEST1033⟩. ⟨pastel-00861175⟩



Record views


Files downloads