Published July 8, 2022 | Version Version 1

Tensile response of low clinker UHPFRC subjected to fully restrained shrinkage

  • 1. MCS/EPFL

Description

This dataset is from an experimental campaign on 6 free and 6 restrained TSTM (Temperature Stress Testing Machine) specimen made of UHPFRC (Ultra High Performance Fiber Reinforced Concrete), subjected to partial and fully restrained conditions, under quasi-isothermal conditions at 20°C, performed by Mohamed Hafiz in the framework of his doctoral thesis. The development of autogenous shrinkage and corresponding eigenstresses under various degrees of restraint were studied for two types of mixes: Mix I with type I cement and silica fume and Mix II with silica fume and 50% mass replacement of type I cement with limestone filler. Amir Hajiesmaieli developed Mix II.

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Additional details

Funding

Swiss National Science Foundation
Tensile response of Eco-Strain Hardening Ultra High Performance Fibre Reinforced Concretes under low temperatures and low loading rates 200021_153394