Influence of Matrix and Cohesive Material Law Characteristics on the Tensile and Bond Behavior of FRCM Systems
Publication: Journal of Composites for Construction
Volume 27, Issue 5
Abstract
This study proposes numerical modeling of fiber-reinforced cementitious matrix (FRCM) composite systems in direct shear (DST) or tensile (DTT) tests with any setup. In the interfacial fracture theory framework, the nonlinear differential problem is treated through the finite difference method and the incremental solution to the equilibrium in terms of displacements is found by updating the secant stiffness of the cohesive material law. Relying on independent solutions which consider the system in the different phases since the initial condition, without and with fractures, and reconnecting the related solutions, a new procedure for the construction of the load slip diagram of DTT is implemented, allowing estimation of load drops and stiffness degradation caused by cracks opening. The model is benchmarked on results available in the literature and experimental tests carried out by the authors. A thorough parametric analysis of DTT highlights the influence on the response of matrix tensile strength and its distribution along the reinforcement. In particular, it is shown that the ratio between bond stress and mortar tensile strength can determine bilinear or trilinear diagrams and that the position of cracks widely influences the load and slip capacity of the system.
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Data Availability Statement
All data, models, and code generated or used during the study appear in the published article.
Notation
The following symbols are used in this paper:
- A
- cross section area of a yarn;
- a
- major semiaxis of a yarn cross section, assumed with elliptical shape;
- B(xi)
- bond force in the fiber at coordinate xi of the discretized domain;
- b
- minor semiaxis of a yarn cross section assumed with an elliptical shape;
- CPi
- phase of the cracking process;
- ci
- crack formed;
- E
- yarn Young’s modulus;
- F(xi)
- tensile force in the fiber at coordinate xi of the discretized domain;
- ftf
- tensile strength of the fiber;
- ftm
- tensile strength of the matrix;
- G(xi)
- gripping force at coordinate xi of the discretized domain;
- h
- distance between nodes of the discretization;
- k
- secant modulus of the cohesive material law;
- L
- length of the domain;
- M
- matrix of coefficients;
- mi,j
- coefficients appearing in matrix M;
- N
- number of nodes discretizing the domain;
- ny
- number of embedded yarns;
- p
- step of the incremental procedure;
- Q(xi)
- external load applied at coordinate xi of the discretized domain;
- q
- vector of the known terms;
- qi
- elements of the known terms vector Q(xi);
- s
- vector of the unknowns;
- s(x)
- slip function;
- slip at the left edge of crack ci;
- slip at the right edge of crack ci;
- s(xi)
- slip value at coordinate xi of the discretized domain;
- s*
- known imposed slip;
- wi
- width of crack ci;
- xi
- coordinate of nodes discretizing the domain;
- δ1
- slip value reached at the end of the ascending branch of the trilinear CML;
- δ2
- slip value reached at the end of the softening branch of the trilinear CML;
- ρi
- combination coefficient of the slip at the left and right edge of crack ci;
- τ(s(x))
- shear bond stress function at the textile–matrix interface;
- τ1
- maximum bond stress defining the CML;
- τ2
- bond stress defining the frictional plateau of the trilinear CML; and
- ψ
- yarn perimeter.
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© 2023 American Society of Civil Engineers.
History
Received: Jan 3, 2023
Accepted: Jun 20, 2023
Published online: Aug 3, 2023
Published in print: Oct 1, 2023
Discussion open until: Jan 3, 2024
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