Finite Element Analysis of Infilled Frames
Publication: Journal of Structural Engineering
Volume 128, Issue 7
Abstract
Design of infilled frames to resist lateral loads on buildings in terms of their failure modes, failure loads, and initial stiffnesses using procedures proposed by previous authors is verified. This verification is made by comparing the results of the analytical procedures of the previous authors with those of a new finite element model for infilled frames, which are verified using experimental results. To model the interface between the frame and the infill and the mortar joints surrounding the blocks of masonry, a nonassociated interface models is formulated using the available test data on masonry joints. The failure criteria for masonry include the von Mises criterion for the plane stress condition for uncracked masonry (assembly) and a smeared crack model. Additionally, the finite element model provided more insights into the failure mechanisms of the infilled frames.
Get full access to this article
View all available purchase options and get full access to this article.
References
Amadei, B., and Atkinson, R. H. (1989). “An evaluation of masonry joint shear strength in existing buildings.” Dept. of Civil, Environmental and Architectural Engineering Rep., Univ. of Colorado, Boulder, Colo.
Barua, H. K., and Mallik, S. K.(1977). “Behavior of mortar infilled steel frames under lateral load.” Build. Environ., 12, 263–272.
Chrysostomou, C. Z., Gergely, P., and Abel, J. F. (1998). “Preliminary studies of the effects of degrading infill walls on the nonlinear seismic response of steel frames.” Rep. No. NCEER-88-0046, National Center for Earthquake Engineering Research.
Crisfield, M. A. (1991). Nonlinear finite element analysis of solids and structures, Vol. 1, Wiley, New York.
Dawe, J. L., and Hatzinikolas, M. A. (1988). “Behavior of masonry infilled panels in steel frames.” Proc., 8th Int. Brick and Block Masonry Conf., Elsevier, New York, 516–527.
Ghosh, A. K. (1999). “Finite element formulation of masonry and investigation of semi-infilled frames.” PhD thesis, Univ. of Maryland at College Park, Md.
Ghosh, A. K., Made, A. M., and Colville, J. (1999). “A new dilatant interface model.” Proc., 13th ASCE Engineering Mechanics Conf., New York.
Klingner, R. E. (1980). “Mathematical modeling of infilled frames.” Reinforced concrete structures subjected to wind and earthquake forces, Rep. No. SP-63, American Concrete Institute, Detroit, 1–25.
Liauw, T. C., and Kwan, K. H. (1983). “Plastic theory of non-integral infilled frames.” Proc. Inst. Civ. Eng., 75, 379–396.
Liauw, T. C., and Kwan, K. H., (1984). “Non-linear behavior of non-integral infilled frames.” Comput. Struct., 18(3), 551–560.
Mehrabi, A. B. (1994). “Behavior of masonry-infilled reinforced concrete frames subjected to lateral loadings.” PhD thesis, Univ. of Colorado, Boulder, Colo.
Nuss, L. K., Noland, J. L., and Chinn, J. (1978). “The parameters influencing shear strength between clay masonry units and mortar.” Proc., 1st North American Masonry Conf., University of Colorado Press, Boulder, Colo.
Pande, G. N., Beer, G., and Williams, J. R. (1990). Numerical methods in rock mechanics, Wiley, New York.
Plesha, M. E., Ballarini, R., and Parulekar, A., (1989). “Constitutive model and finite element procedure for dilatant contact problems.” J. Eng. Mech., 115(12), 2649–2668.
Pook, L. L., and Dawe, J. L. (1986). “Effects of interface conditions between a masonry shear panel and surrounding steel frame.” Proc., 4th Canadian Masonry Symposium, University of New Brunswick Press, Frederiction, N.B., Canada, 910–921.
Riddington, J. R.(1984). “The influence of initial gaps on infilled frame behavior.” Proc. Inst. Civ. Eng., Part 2, 77, 295–310.
Stafford-Smith, B., (1962). “Lateral stiffness of infilled frames.” J. Struct. Div., ASCE, 88(ST6), 183–199.
Stafford-Smith, B., (1966). “Behavior of square infilled frames.” J. Struct. Div., ASCE, 92(ST1), 381–403.
van der Pluijm, R. (1993). “Shear behavior of bed joints.” Proc., 6th North American Masonry Conf., Dexel University Press, Philadelphia. 125–135.
Wood, R. H.(1978). “Plasticity, composite action and collapse design of unreinforced shear wall panels in frames.” Proc. Inst. Civ. Eng., Part 2, 65, 381–411.
Information & Authors
Information
Published In
Copyright
Copyright © 2002 American Society of Civil Engineers.
History
Received: Oct 12, 2000
Accepted: Nov 20, 2001
Published online: Jun 14, 2002
Published in print: Jul 2002
Authors
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.