Analysis of the Behavior of Ultra High Performance Concrete at Early Age

TL;DR

This paper combines experimental testing and advanced computational modeling to analyze the early age behavior of ultra high performance concrete, focusing on aging, failure mechanisms, and predictive capabilities.

Contribution

It introduces a coupled hygro-thermo-chemical and mesoscale discrete model with aging functions for UHPC, validated by experimental data.

Findings

The model accurately predicts early age mechanical properties of UHPC.

Curing conditions significantly influence UHPC aging and strength development.

Insights into failure mechanisms of UHPC at early ages.

Abstract

Ultra high performance concretes (UHPCs) are cementitious composite materials with high level of perfor- mance characterized by high compressive strength, high tensile strength and superior durability, reached by low water-to-binder ratio, optimized aggregate size distribution, thermal activation, and fiber reinforcement. In the past couple of decades, more and more UHPCs have been developed and found their ways into practice. Thus, the demand for computational models capable of describing and predicting relevant aging phenomena to assist design and planning is increasing. This paper presents the early age experimental characterization as well as the results of subsequent simulations of a typical UHPC matrix. Performed and simulated tests include unconfined compression, splitting (Brazilian), and three-point-bending tests. The computational framework is formulated by coupling a hygro-thermo-chemical (HTC) theory and a comprehensive mesoscale discrete model with formulated aging functions. The HTC component allows taking into account various types of curing conditions with varying temperature and relative humidity and predicting the level of concrete aging. The mechanical component, the Lattice Discrete Particle Model (LDPM), permits the simulation of the failure behavior of concrete at the length scale of major heterogeneities. The aging functions relate the mesoscale LDPM mechanical properties in terms of aging degree, defined in this work as the ratio between the quasi-static elastic modulus at a certain age and its asymptotic value. The obtained results provide insights in both UHPC early age mechanisms and a computational model for the analysis of aging UHPC structures.