2008
DOI: 10.1007/s00466-008-0305-z
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Numerical investigation of crack growth in concrete subjected to compression by the generalized beam lattice model

Abstract: The beam lattice-type models, such as the EulerBernoulli (or Timoshenko) beam lattice and the generalized beam (GB) lattice, have been proved very effective in simulating failure processes in concrete and rock due to its simplicity and easy implementation. However, these existing lattice models only take into account tensile failures, so it may be not applicable to simulation of failure behaviors under compressive states. The main aim in this paper is to incorporate Mohr-Coulomb failure criterion, which is wid… Show more

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Cited by 29 publications
(36 citation statements)
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References 36 publications
(89 reference statements)
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“…There are mainly two kinds of numerical algorithms for simulating fracture process in heterogeneous brittle media such as concrete: event-driven method [10,11] and load-stepping method [13]. In the former, the load discretization is adjusted to capture every elemental failure.…”
Section: Event-driven Methodsmentioning
confidence: 99%
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“…There are mainly two kinds of numerical algorithms for simulating fracture process in heterogeneous brittle media such as concrete: event-driven method [10,11] and load-stepping method [13]. In the former, the load discretization is adjusted to capture every elemental failure.…”
Section: Event-driven Methodsmentioning
confidence: 99%
“…Otherwise, if the size of the simulated specimen is not very large and the main aim is to observe the failure process in more details, another kind of GB lattice is preferred, in which a single aggregate covers dozens of nodes [10]. The simulations in this paper are mainly based on the latter.…”
Section: Generalized Beam Lattice Model and Its Extension Into Reinfomentioning
confidence: 99%
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