TECHNICAL PAPERS
Oct 1, 1997

Mixed-Mode Fracture and Anchor Bolts in Concrete Analysis with Inner Softening Bands

Publication: Journal of Engineering Mechanics
Volume 123, Issue 10

Abstract

The paper presents a nonlinear fracture mechanics analysis of mixed-mode fracture and anchor pullout in concrete. The analysis is based on elements with inner softening bands (ISB). A major advantage of the ISB approach is that discrete cracks can be introduced anywhere and in any direction within the finite-element mesh. Calculated loads, deformations, and crack patterns are compared to experimental results. A good correspondence is achieved.

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References

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Klisinski, M., Olofsson, T., and Tano, R. (1995). “Mixed mode cracking of concrete modelled by inner softening band.”Computational plasticity, D. R. J. Owen et al., eds., Pineridge Press, Swansea, U.K., 1595–1606.
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Ohlsson, U., and Ghasemlou, F. (1993). “Anchor bolt tests. Plane and axisymmetric stresses.”Tech. Rep. 1993:04T, Div. of Struct. Engrg., Luleåa Univ. of Technol., Luleåa, Sweden.
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Ohlsson, U., and Olofsson, T. (1995). “Anchor bolts in concrete structures, finite element calculations based on inner softening bands.”Fracture mechanics of concrete structures: Proc., 2nd Int. Conf. on Fracture Mech. of Concrete Struct. (FRAMCOS 2). F. H. Wittmann, ed., Aedificatio, Germany, 1545–1554.
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Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 123Issue 10October 1997
Pages: 1027 - 1033

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Published online: Oct 1, 1997
Published in print: Oct 1997

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Authors

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Ulf Ohlsson
Sen. Res. Engr., Dept. of Civ. and Min. Engrg., Luleåa Univ. of Technol., SE-97187 Luleåa, Sweden.
Thomas Olofsson
Assoc. Prof., Dept. of Civ. and Min. Engrg., Luleåa Univ. of Technol., SE-97187 Luleåa, Sweden.

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