Technical Papers
Nov 4, 2013

High-Order Microplane Theory for Quasi-Brittle Materials with Multiple Characteristic Lengths

Publication: Journal of Engineering Mechanics
Volume 140, Issue 7

Abstract

The heterogeneous internal structure of quasi-brittle materials governs several aspects of their behavior, especially in the nonlinear range. Size and spacing of weak spots (e.g., aggregate-matrix interfaces, flaws, and slip planes) where failure is likely to occur are two of the most important material characteristic lengths that can be used to characterize the micro- and meso-structure of these materials. Discrete (lattice and particle) models can be conveniently used to directly model these geometrical features, but they tend to be computationally expensive, and consequently, the derivation of macroscopic continuum-based approximations is often highly beneficial. The current study demonstrates that the continuum macroscale approximation of discrete fine-scale models leads naturally to a high-order microplane theory characterized by multiple characteristic lengths. The average weak spot spacing is shown to be associated with strain gradient effects; whereas the average weak spot size is shown to be associated with the Cosserat characteristics of the theory. The formulated microplane theory is compared with and contrasted to classical continuum theories available in the literature. Finally, for strain softening, known in the case of first-order local formulations to cause strain localization in an unrealistic vanishing size volume, a localization limiter capable of enforcing the minimum localization size to be of a finite value is formulated, exploiting the spectral wave propagation analysis approach.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

The authors gratefully acknowledge financial support under National Science Foundation Grant No. 0928448 and Defense Threat Reduction Agency Grant No. HDTRA1-09-1-0029.

References

Alnaggar, M., Cusatis, G., and Luzio, G. D. (2013). “Lattice discrete particle modeling (LDPM) of alkali silica reaction (ASR) deterioration of concrete structures.” Cem. Concr. Compos., 41, 45–59.
Askes, H., and Aifantis, E. C. (2011). “Gradient elasticity in statics and dynamics: An overview of formulations, length scale identification procedures, finite element implementations and new results.” Int. J. Solids Struct., 48(13), 1962–1990.
Bažant, Z. P., et al. (2000a). “Large-strain generalization of microplane model for concrete and application.” J. Eng. Mech., 971–980.
Bažant, Z. P., and Caner, F. C. (2005a). “Microplane model M5 with kinematic and static constraints for concrete fracture and anelasticity. I: Theory.” J. Eng. Mech., 31–40.
Bažant, Z. P., and Caner, F. C. (2005b). “Microplane model M5 with kinematic and static constraints for concrete fracture and anelasticity. II: Computation.” J. Eng. Mech., 41–47.
Bažant, Z. P., Caner, F. C., Carol, I., Adley, M. D., and Akers, S. A. (2000b). “Microplane model M4 for concrete. I: Formulation with work-conjugate deviatoric stress.” J. Eng. Mech., 944–953.
Bažant, Z. P., and Di Luzio, G. (2004). “Nonlocal microplane model with strain-softening yield limits.” Int. J. Solids Struct., 41(24–25), 7209–7240.
Bažant, Z. P., and Oh, B. H. (1983a). “Crack band theory for fracture of concrete.” Matériaux Construction, 16(3), 155–177.
Bažant, Z. P., and Oh, B. H. (1983b). “Microplane model for fracture analysis of concrete structures.” Rep. No. ADP001715, Technological Institute, Northwestern Univ., Evanston, IL.
Bažant, Z. P., and Oh, B. H. (1985). “Microplane model for progressive fracture of concrete and rock.” J. Eng. Mech., 559–582.
Bažant, Z. P., and Ozbolt, J. (1990). “Nonlocal microplane model for fracture, damage, and size effect in structures.” J. Eng. Mech., 2485–2505.
Bažant, Z. P., and Planas, J. (1998). Fracture and size effect: In concrete and other quasibrittle materials, CRC Press, Boca Raton, FL.
Bažant, Z. P., and Prat, P. C. (1988). “Microplane model for brittle-plastic material: I. Theory.” J. Eng. Mech., 1672–1688.
Bažant, Z. P., Tabbara, M. R., Kazemi, M. T., and Pijaudier-Cabot, G. (1990). “Random particle model for fracture of aggregate or fiber composites.” J. Eng. Mech., 1686–1705.
Bažant, Z. P., Xiang, Y., Adley, M. D., Prat, P. C., and Akers, S. A. (1996a). “Microplane model for concrete: II: Data delocalization and verification.” J. Eng. Mech., 255–262.
Bažant, Z. P., Xiang, Y., and Prat, P. C. (1996b). “Microplane model for concrete. I: Stress-strain boundaries and finite strain.” J. Eng. Mech., 245–254.
Bažant, Z. P., and Zi, G. (2003). “Microplane constitutive model for porous isotropic rocks.” Int. J. Numer. Anal. Methods Geomech., 27(1), 25–47.
Beghini, A., Bažant, Z. P., Zhou, Y., Gouirand, O., and Caner, F. C. (2007). “Microplane model M5f for multiaxial behavior and fracture of fiber-reinforced concrete.” J. Eng. Mech., 66–75.
Beghini, A., Cusatis, G., and Bažant, Z. P. (2008). “Spectral stiffness microplane model for quasibrittle composite laminates: II. Calibration and validation.” J. Appl. Mech., 75(2), 1–9.
Borino, G., Failla, B., and Parrinello, F. (2003). “A symmetric nonlocal damage theory.” Int. J. Solids Struct., 40(13–14), 3621–3645.
Brocca, M., Bažant, Z. P., and Daniel, I. M. (2001). “Microplane model for stiff foams and finite element analysis of sandwich failure by core indentation.” Int. J. Solids Struct., 38(44–45), 8111–8132.
Brocca, M., Brinson, L. C., and Bažant, Z. P. (2002). “Three-dimensional constitutive model for shape memory alloys based on microplane model.” J. Mech. Phys. Solids, 50(5), 1051–1077.
Caner, F. C., and Bažant, Z. P. (2011). “Microplane model M5f for fiber reinforced concrete.” Proc., 11th Int. Conf. on Computational Plasticity Fundamentals and Applications, Barcelona, Spain, 796–807.
Caner, F. C., and Bažant, Z. P. (2013a). “Microplane model M7 for plain concrete. I: Formulation.” J. Eng. Mech., 1714–1723.
Caner, F. C., and Bažant, Z. P. (2013b). “Microplane model M7 for plain concrete. II: Calibration and verification.” J. Eng. Mech., 1724–1735.
Carol, I., and Bažant, Z. P. (1997). “Damage and plasticity in microplane theory.” Int. J. Solids Struct., 34(29), 3807–3835.
Carol, I., Jirásek, M., and Bažant, Z. P. (2004). “A framework for microplane models at large strain, with application to hyperelasticity.” Int. J. Solids Struct., 41(2), 511–557.
Cosserat, E., and Cosserat, F. (1909). Théorie des corps déformables (Theory of deformable bodies), A. Hermann & Fils, Paris.
Cusatis, G. (2011). “Strain-rate effects on concrete behavior.” Int. J. Impact Eng., 38(4), 162–170.
Cusatis, G. (2013). The lattice discrete particle model (LDPM) for the numerical simulation of concrete behavior subject to penetration, Wiley, New York, 369–387.
Cusatis, G., Bažant, Z. P., and Cedolin, L. (2003a). “Confinement-shear lattice model for concrete damage in tension and compression: I. Theory.” J. Eng. Mech., 1439–1448.
Cusatis, G., Bažant, Z. P., and Cedolin, L. (2003b). “Confinement-shear lattice model for concrete damage in tension and compression: II. Computation and validation.” J. Eng. Mech., 1449–1458.
Cusatis, G., Bažant, Z. P., and Cedolin, L. (2006). “Confinement-shear lattice CSL model for fracture propagation in concrete.” Comput. Meth. Appl. Mech. Eng., 195(52), 7154–7171.
Cusatis, G., Beghini, A., and Bazant, Z. P. (2008). “Spectral stiffness microplane model for quasibrittle composite laminates: I. Theory.” J. Appl. Mech., 75(2), 1–6.
Cusatis, G., Mencarelli, A., Pelessone, D., and Baylot, J. (2011a). “Lattice discrete particle model (LDPM) for failure behavior of concrete. II: Calibration and validation.” Cem. Concr. Compos., 33(9), 891–905.
Cusatis, G., and Nakamura, H. (2011). “Discrete modeling of concrete materials and structures.” Cem. Concr. Compos., 33(9), 865–866.
Cusatis, G., Pelessone, D., and Mencarelli, A. (2011b). “Lattice discrete particle model (LDPM) for failure behavior of concrete. I: Theory.” Cem. Concr. Compos., 33(9), 881–890.
de Borst, R., Pamin, J., Peerlings, R., and Sluys, L. (1995). “On gradient-enhanced damage and plasticity models for failure in quasi-brittle and frictional materials.” Comput. Mech., 17(1–2), 130–141.
Di Luzio, G. (2007). “A symmetric over-nonlocal microplane model m4 for fracture in concrete.” Int. J. Solids Struct., 44(13), 4418–4441.
Di Luzio, G., and Bažant, Z. P. (2005). “Spectral analysis of localization in nonlocal and over-nonlocal materials with softening plasticity or damage.” Int. J. Solids Struct., 42(23), 6071–6100.
Di Luzio, G., and Cedolin, L. (2004). “A nonlocal microplane model for fiber reinforced concrete.” Proc., 6th RILEM Symp. on Fibre Reinforced Concrete (FRC), Vol. 2, Bagneux, France, 819–826.
Dvorkin, J., Nur, A., and Yin, H. (1994). “Effective properties of cemented granular materials.” Mech. Mater., 18(4), 351–366.
Eringen, A. C. (1965). “Theory of micropolar elasticity.” Springer, New York, 101–248.
Etse, G., and Nieto, M. (2004). “Cosserat continua-based micro plane modelling. Theory and numerical analysis.” Lat. Am. Appl. Res., 34(4), 229–240.
Fleck, N. A., and Hutchinson, J. W. (1993). “A phenomenological theory for strain gradient effects in plasticity.” J. Mech. Phys. Solids, 41(12), 1825–1857.
Fleck, N. A., and Hutchinson, J. W. (1997). “Strain gradient plasticity.” Adv. Appl. Mech., 33, 295–361.
Fleck, N. A., Muller, G. M., Ashby, M. F., and Hutchinson, J. W. (1994). “Strain gradient plasticity: Theory and experiment.” Acta Metall. Mater., 42(2), 475–487.
Hadjesfandiari, A. R., and Dargush, G. F. (2011). “Couple stress theory for solids.” Int. J. Solids Struct., 48(18), 2496–2510.
Issen, K., and Rudnicki, J. (2001). “Theory of compaction bands in porous rock.” Phys. Chem. Earth Part A, 26(1–2), 95–100.
Kuhl, E., and Ramm, E. (1999). “Simulation of strain localization with gradient enhanced damage models.” Comput. Mater. Sci., 16(1–4), 176–185.
Kuhl, E., and Ramm, E. (2000). “Microplane modelling of cohesive frictional materials.” Eur. J. Mech. A. Solids, 19, S121–S143.
Kuhl, E., Ramm, E., and de Borst, R. (2000). “Anisotropic gradient damage with the microplane model.” Comput. Meth. Appl. Mech. Eng., 183(1–2), 87–103.
Kulkarni, M. G., Geubelle, P. H., and Matouš, K. (2009). “Multi-scale modeling of heterogeneous adhesives: Effect of particle decohesion.” Mech. Mater., 41(5), 573–583.
Lasko, G. V., Deryugin, Y. Y., and Schmauder, S. (2003). “Simulation of plastic deformation localization in composite materials with hard inclusions.” Comput. Mater. Sci., 26, 20–27.
Lasry, D., and Belytschko, T. (1988). “Localization limiters in transient problems.” Int. J. Solids Struct., 24(6), 581–597.
Leukart, M., and Ramm, E. (2006). “Identification and interpretation of microplane material laws.” J. Eng. Mech., 295–305.
Lilliu, G., and van Mier, J. (2003). “3D lattice type fracture model for concrete.” Eng. Fract. Mech., 70(7–8), 927–941.
Ma, H. M., Gao, X. L., and Reddy, J. N. (2008). “A microstructure-dependent Timoshenko beam model based on a modified couple stress theory.” J. Mech. Phys. Solids, 56(12), 3379–3391.
Mindlin, R. (1964). “Micro-structure in linear elasticity.” Arch. Ration. Mech. Anal., 16(1), 51–78.
Mindlin, R., and Tiersten, H. (1962). “Effects of couple-stresses in linear elasticity.” Arch. Ration. Mech. Anal., 11(1), 415–448.
Ožbolt, J., Li, Y., and Kožar, I. (2001). “Microplane model for concrete with relaxed kinematic constraint.” Int. J. Solids Struct., 38(16), 2683–2711.
Park, S. K., and Gao, X. L. (2006). “Bernoulli Euler beam model based on a modified couple stress theory.” J. Micromech. Microeng., 16(11), 2355.
Peerlings, R., De Borst, R., Brekelmans, W., and De Vree, J. (1996). “Gradient enhanced damage for quasi-brittle materials.” Int. J. Numer. Methods Eng., 39(19), 3391–3403.
Peerlings, R., De Borst, R., Brekelmans, W., and Geers, M. (1998). “Gradient-enhanced damage modelling of concrete fracture.” Mech. Cohes.-Frict. Mater., 3(4), 323–342.
Pijaudier-Cabot, G., and Bažant, Z. P. (1987). “Nonlocal damage theory.” J. Eng. Mech., 1512–1533.
Pijaudier-Cabot, G., and Benallal, A. (1993). “Strain localization and bifurcation in a nonlocal continuum.” Int. J. Solids Struct., 30(13), 1761–1775.
Rudnicki, J. W., and Rice, J. (1975). “Conditions for the localization of deformation in pressure-sensitive dilatant materials.” J. Mech. Phys. Solids, 23(6), 371–394.
Schauffert, E. A., and Cusatis, G. (2012). “Lattice discrete particle model for fiber-reinforced concrete. I: Theory.” J. Eng. Mech., 826–833.
Schauffert, E. A., Cusatis, G., Pelessone, D., O’Daniel, J., and Baylot, J. (2012). “Lattice discrete particle model for fiber-reinforced concrete. II: Tensile fracture and multiaxial loading behavior.” J. Eng. Mech., 834–841.
Sluys, L. J. (1992). “Wave propagation, localisation and dispersion in softening solids.” Ph.D. thesis, Delft Univ. of Technology, Delft, Netherlands.
Toupin, R. (1962). “Elastic materials with couple-stresses.” Arch. Ration. Mech. Anal., 11(1), 385–414.
Weckner, O., and Silling, S. A. (2011). “Determination of nonlocal constitutive equations from phonon dispersion relations.” Int. J. Multiscale Comput. Eng., 9(6), 623–634.
Yip, M., Li, Z., Liao, B., and Bolander, J. (2006). “Irregular lattice models of fracture of multiphase particulate materials.” Int. J. Fract., 140(1–4), 113–124.

Information & Authors

Information

Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 140Issue 7July 2014

History

Received: Jun 21, 2013
Accepted: Oct 31, 2013
Published online: Nov 4, 2013
Published in print: Jul 1, 2014
Discussion open until: Jul 6, 2014

Permissions

Request permissions for this article.

Authors

Affiliations

Gianluca Cusatis, M.ASCE [email protected]
Associate Professor, Dept. of Civil and Environmental Engineering, Northwestern Univ., Evanston, IL 60208-3109 (corresponding author). E-mail: [email protected]
Xinwei Zhou [email protected]
Research Engineer, ES3, 550 West C St., San Diego, CA 92101. E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share