Search Results - "Hendriks, M.A.N."

Non-proportional loading in sequentially linear solution procedures for quasi-brittle fracture: A comparison and perspective on the mechanism of stress redistribution by Pari, M., Hendriks, M.A.N., Rots, J.G.

“…•Extensive review of Sequentially Linear Analysis (SLA) type solution procedures.•Comparison between two sequentially linear methods: SLA and Force-Release…”
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Two solution strategies to improve the computational performance of sequentially linear analysis for quasi‐brittle structures by Pari, M., Swart, W., Gijzen, M.B., Hendriks, M.A.N., Rots, J.G.

“…Summary Sequentially linear analysis (SLA), an event‐by‐event procedure for finite element (FE) simulation of quasi‐brittle materials, is based on sequentially…”
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Sequentially linear analysis of shear critical reinforced concrete beams without shear reinforcement by Slobbe, A.T., Hendriks, M.A.N., Rots, J.G.

“…Analyzing brittle structures with nonlinear finite element analysis is frequently attended with numerical problems. As an alternative method sequentially…”
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A two-phased modelling approach for corrosion-induced concrete cracking and bond deterioration in reinforced concrete by Van Steen, C., Van Beirendonck, T., Vrijdaghs, R., Hendriks, M.A.N., Verstrynge, E.

“…Bond deterioration is one of the major consequences of reinforcement corrosion in reinforced concrete (RC) structures. In this paper, a two-phased numerical…”
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A rotating smeared crack approach in Sequentially Linear Analysis using the Elastic-brittle fraction model by Bresser, D., Rots, J.G., Hendriks, M.A.N., Pari, M.

“…Sequentially Linear Analysis (SLA), an event-by-event solution strategy in which a sequence of scaled linear analyses with decreasing secant stiffness is…”
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A multi-surface interface model for sequentially linear methods to analyse masonry structures by Pari, M., Van de Graaf, A.V., Hendriks, M.A.N., Rots, J.G.

“…•Discretised composite failure surfaces for line and planar interfaces.•Suitable to simulate local cracking, crushing and shearing failures in…”
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Modelling the influence of the fibre structure on the structural behaviour of flowable fibre-reinforced concrete by Sarmiento, E.V., Hendriks, M.A.N., Geiker, M.R., Kanstad, T.

“…•A modelling approach is devised that takes into account the fibre structure of FRC.•The approach makes use of a single-phase material definition.•It was…”
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Smoothing the propagation of smeared cracks by Slobbe, A.T., Hendriks, M.A.N., Rots, J.G.

“…•A new local crack propagation algorithm is developed to reduce mesh-induced directional bias.•The algorithm determines smooth curved crack paths within and…”
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Systematic assessment of directional mesh bias with periodic boundary conditions: Applied to the crack band model by Slobbe, A.T., Hendriks, M.A.N., Rots, J.G.

“…•A numerical test is developed to assess directional mesh bias of constitutive models.•The test uses periodic boundary conditions and uniform meshes.•The test…”
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Modelling and analysis of time-dependent behaviour of historical masonry under high stress levels by Verstrynge, E., Schueremans, L., Van Gemert, D., Hendriks, M.A.N.

“…Masonry which is subjected to high, sustained stress levels can suffer from long-term damage accumulations. This type of stress-induced damage interacts with…”
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Sequentially linear modelling of local snap-back in extremely brittle structures by Invernizzi, S., Trovato, D., Hendriks, M.A.N., van de Graaf, A.V.

“…In the present paper a sequentially linear approach is proposed for the finite element analysis of extremely brittle structures. A peculiar definition of the…”
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A numerical-experimental method for a mechanical characterization of biological materials by Oomens, C W, van Ratingen, M R, Janssen, J D, Kok, J J, Hendriks, M A

“…For the determination of material parameters, it is a common practice to extract specimens with well-defined geometries. The design of the samples and the…”
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