Framework to predict the orientation of fibers in FRC: A novel philosophy

https://doi.org/10.1016/j.cemconres.2012.02.013Get rights and content

Abstract

This paper aims at providing a link between fiber orientation and the properties of FRC, the structure to be built and its respective production process. Since the proposed framework is to a large extent new, the main components are described in the beginning. Then, two major subjects are approached from a theoretical perspective: fiber orientation in 3-D and the wall-effects of fibers in anisotropic conditions. Finally, in the last part, the main steps of the proposed framework are analyzed in detail and validated with experimental results. This comprehensive and straightforward model has shown to be capable of estimating the average orientation of fibers with very good accuracy. Thereby, this paper is a meaningful contribution to create an engineering toolbox for the prediction of fiber orientation in practical applications of fiber reinforced concrete.

Introduction

Adding fibers to cement-based materials has been widely studied in the last decades. Since then, the advantages of using fiber reinforced concretes (FRC) became evident and gradually attracted the interest from the construction industry. Consequently, the use of this material increased both in quantity and diversity, with innumerous examples of applications being reported in literature [1], [2], [3]. In the present, the industry is demanding to apply FRC for structural purposes, which has already been shown to be a feasible solution through some successful applications worldwide [1], [2], [3], [4]. However, although the future of FRC is promising from a technical perspective, its generalized application requires a tailored material in order to become economically competitive against traditional solutions. In this context, a cost-contained way to optimize FRC is the application of specific production processes that generate preferential fiber orientations at the locations and directions of the structural element submitted to higher stresses. In other words, fiber orientation should be predictable so that FRC could satisfy both technical and economical restraints more effectively. A framework embracing the major influencing mechanisms of fiber orientation in a rational and design-oriented approach is therefore of paramount importance.

Among the several aspects governing fiber orientation, the wall-effects introduced by the sides of the mold [5], [6], [7], [8], [9], [10], [11], [12], [13] and the fresh-state properties of FRC [14], [15], [16], [17], [18] are most affecting. The way concrete is poured into the mold has also been recognized to have a major impact on fiber orientation, both due to the casting direction and due to preferential fiber alignment induced by the casting element itself [19], [20], [21]. The effects of vibration on causing fibers to rotate into planar orientations have been reported in literature [22], [23] and, in case of self-consolidating concrete (SCC), the flow of the fresh concrete has also been identified to play a major role on fiber alignment [14], [16], [24].

Research on fiber orientation has been carried out mostly from an experimental perspective and the few advanced theoretical approaches refer uniquely to the quantification of wall-effects on idealized isotropic FRC [13]. How to quantify the combined influence of all the aforementioned aspects on fiber orientation is therefore a big question mark.

The average fiber orientation in a certain direction is generally considered through the so-called orientation number (η). This parameter is frequently applied on experimental investigations to quantify the influence of one of the aforementioned aspects on fiber orientation by isolating it from the others. For instance, the effect of the casting direction has been quantified by considering elements poured in different positions while keeping all the remaining aspects constant [19], [21]. Another example consists on inferring the effects of compaction by subtracting from the measured η the theoretical values of idealized isotropic FRC affected by the wall-effects [8].

Both procedures are straightforward and allow gaining insight on the magnitude of the influence that each aspect has on fiber alignment. Hence, up to the present, the parameters governing fiber orientation are approached independently from each other, i.e., from an isolated perspective (Fig. 1). However, considering the nature of these aspects, its determination through such isolated perspective is arguable.

Can preferential fiber alignment induced by the casting direction be quantified by disregarding the type of casting element applied?

Is it reasonable to account for the wall-effects of the mold under an isotropic fiber orientation assumption when anisotropy due to fresh-state properties, casting and compaction processes is likely to occur?

The answer to these questions seems to be obvious. By making use of an isolated procedure, fiber orientation can only be quantified for the very specific characteristics of materials and production processes applied and for the geometry of the element produced. Conclusions extracted with such a procedure are therefore limited and it is hardly possible to extrapolate for different scenarios.

In this paper, the orientation of fibers is analyzed and predicted through a novel philosophy because the properties of FRC, the structure to be built and its respective production process are included through logical and well-structured concepts. Firstly, the outline of the new framework is presented and its core concepts are highlighted. Then, the fiber orientation is evaluated in the spatial domain, both with a theoretical- and a probabilistic and experimental approach, which provides better insight compared to 1-D analysis commonly covered in literature. Subsequently, the wall-effects are studied in detail and a theoretical approach is advanced for its quantification both in isotropic and anisotropic conditions.

The framework proposed in this paper attempts to evaluate fiber orientation from a wider perspective than mere particular cases, including theoretical concepts to explain some of its major aspects and bringing together the combined influence of material properties, production processes and the structure itself. The goal of this paper is not to present a final operational framework, but rather serves, hopefully, to provide a step towards the development of a rational and design-oriented procedure. If fiber orientation could be predicted this way, comprehensive and cost-effective designs of FRC applications could be performed [25].

Section snippets

Framework outline

Fiber orientation in the hardened-state is the final result of a chain of stages that FRC passes through from mixing to hardening inside the formwork. The specific boundary conditions that characterize each phase of the production process induce many stages of interaction at which fiber orientation is modified.

The transient fiber orientation at the end of each of these stages depends on the specific type of action imposed (wall-effects, gravity, external vibration, etc.), but also on the

Fiber orientation from a 3-D perspective

Although FRC has been extending its field of applications, this material probably performs best when 2-D or 3-D stresses are concerned. Because fibers are everywhere and oriented in all directions they can cope with any expected and unexpected stresses, wherever in concrete [26]. Mechanical properties and fiber orientation of FRC shall therefore be evaluated globally, regarding not only one but several different directions.

When measuring η, the fiber orientation is evaluated along one unique

Approach to estimate generalized wall-effects

The calculation of the orientation number has been of interest of many researchers [5], [6], [7], [8], [9], [10], [11], [12], [13]. Analytical formulations proved that η in isotropic conditions for 1-D, 2-D and 3-D are equal to 1.0, 2/π and 0.5. Howeve1r, despite the interest of these values, their applicability is very limited since the restraining action introduced by external boundaries on fiber rotation is not considered.

It should be mentioned that the magnitude of the wall-effects depends

Framework analysis: step-by-step

Taking into account the theoretical concepts advanced in 3 Fiber orientation from a 3-D perspective, 4 Approach to estimate generalized wall-effects, some of the major aspects governing fiber orientation become clear and physically explained.

In this part of the paper, the main stages of the production process influencing fiber orientation (Fig. 2) are discussed:

  • 1.

    Mixing (ηM)

  • 2.

    Casting method (ηC)

  • 3.

    Dynamic effects (ηD)

  • 4.

    Formwork geometry (ηF)

Firstly, relevant experimental evidence and conclusions

Experimental data

Among the extensive experimental research that has been done on fiber orientation there is, unfortunately, a significant part of works that do not provide information on the specific production processes applied. Procedures such as direction of casting, characteristics of casting elements or energies of vibration are commonly omitted and, consequently, results of fiber orientation cannot be used to validate the present framework.

In this section, experimental results from three doctoral thesis

Conclusions

This paper proposes an ambitious framework aiming to establish a link between fiber orientation with the properties of FRC, the structure to be built and its respective production process. In the first part, the motivations for this investigation were highlighted and the core concepts of this novel framework were advanced. In a second part, two major subjects were analyzed and approached from a theoretical perspective (fiber orientation in 3-D and the wall-effects in anisotropic conditions).

Acknowledgments

The first author gratefully acknowledges the grant SFRH/BD/36248/2007 provided by Fundação para a Ciência e a Tecnologia (FCT) from Portugal.

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