Technical Papers
Nov 11, 2017

Deformation Gradient-Based Remedy for Mesh Objective Three-Dimensional Interlocking Mechanism

Publication: Journal of Engineering Mechanics
Volume 144, Issue 1

Abstract

Interlocking over cracked surfaces is one of the primary sources of the shear force–resisting mechanism of general reinforced concrete structures. From the interlocking, shear stress develops in a substantially complex way due to the irregular asperity of cracked surfaces and the heterogeneous mixture of aggregate and cement. Previously, the author proposed a three-dimensional (3D) interlocking model that is rooted in microphysical interaction between a rigid particle and a soft matrix. However, the small deformation assumption and mesh sensitivity remain challenges. This study focuses on a novel computational method to achieve mesh objectivity of the 3D interlocking mechanism that can cover large deformations of general complex 3D RC structures. The proposed method exploits the deformation gradient at a separate domain where physical information of the crack-normal gap and crack-tangential sliding is rigorously defined. A generalized 3D version of the well-known crack band theory is infused into the interlocking mechanism, thereby giving rise to the mesh objectivity. This method can be directly applied to the large displacement and large rotation conditions.

Get full access to this article

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

Acknowledgments

This research is supported by the research funding of Department of Civil, Construction, and Environmental Engineering of Iowa State University. Generous research support from the Black and Veatch Fellowship is also appreciated. The research reported in this paper is partially supported by the HPC@ISU equipment at Iowa State University, some of which has been purchased through funding provided by NSF under MRI Grant No. CNS 1229081 and CRI Grant No. 1205413. Generous support of Professor John Wallace with the experimental results is appreciated. Special thanks are due to Professor John F. Hall for his productive discussion of nonlinear analysis methods.

References

Aaleti, S., Brueggen, B. L., Johnson, B., French, C. E., and Sritharan, S. (2013). “Cyclic response of reinforced concrete walls with different anchorage details: Experimental investigation.” J. Struct. Eng., 1181–1191.
Bathe, K.-J. (1996). Finite element procedures, Prentice Hall, Upper Saddle River, NJ.
Bažant, Z. P., and Gambarova, P. (1980). “Rough cracks in reinforced concrete.” J. Struct. Div., 106(4), 819–842.
Bažant, Z. P., and Oh, B. H. (1983). “Crack band theory for fracture of concrete.” Mater. Struct., 16(94), 155–177.
Briseghella, L., and Gori, R. (1984). “Aggregate interlock cyclic response of R.C. critical section.” Proc., 8th World Conf. on Earthquake Engineering, Prentice-Hall, Englewood Cliffs, NJ.
Cho, I. (2012). “Virtual earthquake engineering laboratory with physics-based degrading materials on parallel computers.” Ph.D. dissertation, California Institute of Technology, Pasadena, CA.
Cho, I. (2013). “Virtual earthquake engineering laboratory capturing nonlinear shear, localized damage, and progressive buckling of bar.” Earthquake Spectra, 29(1), 103–126.
Cho, I., and Hall, J. F. (2014). “General confinement model based on nonlocal information.” J. Eng. Mech., 04014026.
Cho, I., and Porter, K. A. (2014a). “Multilayered grouping parallel algorithm for multiple-level multiscale analysis.” Int. J. Numer. Methods Eng., 100(12), 914–932.
Cho, I., and Porter, K. A. (2014b). “Structure-independent parallel platform for nonlinear analyses of general real-scale RC structures under cyclic loading.” J. Struct. Eng., A4013001.
Cusatis, G., Bažant, Z. P., and Cedolin, L. (2003). “Confinement-shear lattice model for concrete damage in tension and compression. I: Theory.” J. Eng. Mech., 1439–1448.
Eligehausen, R., Popov, E. P., and Bertero, V. V. (1983). “Local bond stress-slip relationships of deformed bars under generalized excitations.”, College of Engineering, Univ. of California, Berkeley, CA.
Feenstra, P. H., Rots, J. G., Arnesen, A., Teigen, J. G., and Høiseth, K. V. (1998). “Computational modelling of concrete structures.” A 3D constitutive model for concrete based on a co-rotational concept, René de Borst, et al., eds., A.A. Balkema, Rotterdam, Netherlands, 13–22.
Fenwick, R. C., and Paulay, T. (1968). “Mechanisms of shear resistance of concrete beams.” J. Struct. Div., 94(10), 2325–2350.
Laible, J. P., White, R. N., and Gergely, P. (1977). “Experimental investigation of seismic shear transfer across cracks in concrete nuclear containment vessels.” ACI Spec. Publ., 53, 203–226.
Maekawa, K., and Qureshi, J. (1997). “Stress transfer across interfaces in reinforced concrete due to aggregate interlock and dowel action.” J. Mater. Conc. Struct. Pavements, 34(557), 159–172.
Mattock, A. H. (1981). “Cyclic shear transfer and type of interface.” J. Struct. Div., 107(10), 1945–1964.
Millard, S. G., and Johnson, R. P. (1985). “Shear transfer in cracked reinforced concrete.” Mag. Concr. Res., 37(130), 3–15.
Ottosen, N. S., and Ristinmaa, M. (2013). “Thermodynamically based fictitious crack/interface model for general normal and shear loading.” Int. J. Solids Struct., 50(22–23), 3555–3561.
Reinhardt, H. W. (1984). Fracture mechanics of an elastic softening material like concrete, Delft Univ. of Technology, Delft, Netherlands.
Reinhardt, H. W., and Walraven, J. C. (1982). “Cracks in concrete subject to shear.” J. Struct. Eng., 108(1), 207–224.
Schauffert, E. A., Cusatis, G., Pelessone, D., O’Daniel, J. L., and Baylot, J. T. (2012). “Lattice discrete particle model for fiber-reinforced concrete. II: Tensile fracture and multiaxial loading behavior.” J. Eng. Mech., 834–841.
Selby, R. G., and Vecchio, F. J. (1993). “Three-dimensional constitutive relations for reinforced concrete.”, Univ. of Toronto, Toronto.
Selby, R. G., and Vecchio, F. J. (1997). “A constitutive model for analysis of reinforced concrete solid.” Can. J. Civil Eng., 24(3), 460–470.
Thomsen, IV, J. H., and Wallace, J. W. (2004). “Displacement-based design of slender reinforced concrete structural walls-experimental verification.” J. Struct. Eng., 618–630.
Thorenfeldt, E., Tomaszewicz, A., and Jensen, J. J. (1987). “Mechanical properties of high-strength concrete and applications in design.” Proc., Symp. on Utilization of High-Strength Concrete, Tapir, Trondheim, Norway.
Vecchio, F. J., and Collins, M. P. (1986). “The modified compression field theory for reinforced concrete elements subjected to shear.” ACI J., 83(22), 219–231.
Walraven, J. C. (1994). “Rough cracks subjected to earthquake loading.” J. Struct. Eng., 1510–1524.
Weihe, S., Kröplin, B., and de Borst, R. (1998). “Classification of smeared crack models based on material and structural properties.” Int. J. Solids Struct., 35(12), 1289–1308.
Yoshikawa, H., Wu, Z., and Tanabe, T. (1989). “Analytical model for shear slip of cracked concrete.” J. Struct. Eng., 771–788.

Information & Authors

Information

Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 144Issue 1January 2018

History

Received: Dec 30, 2015
Accepted: Jun 8, 2017
Published online: Nov 11, 2017
Published in print: Jan 1, 2018
Discussion open until: Apr 11, 2018

Permissions

Request permissions for this article.

Authors

Affiliations

In Ho Cho, A.M.ASCE [email protected]
Assistant Professor, Dept. of Civil, Construction, and Environmental Engineering, Iowa State Univ., Ames, IA 50011. 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