Blar i NTNU Open på forfatter "Hendriks, Max"
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Load effects of alkali-silica reaction in reinforced concrete beam bridges - Material testing, Constitutive modelling and Numerical simulation
Kongshaug, Simen Sørgaard (Doctoral theses at NTNU;2023:20, Doctoral thesis, 2023)Alkali-silica reaction (ASR) is a deterioration process in concrete that was discovered in the mid-1930s, and which still affects concrete structures all over the world. ASR is considered a multi-scale phenomenon; it is a ... -
Material Characterization Approach for Modelling High-Strength Concrete after Cooling from Elevated Temperatures
Arano Barenys, Assis; Colombo, Matteo; Martinelli, Paolo; Øverli, Jan Arve; Hendriks, Max; Kanstad, Terje; Prisco, Marco di (Peer reviewed; Journal article, 2020)Advanced numerical modeling of high-strength concrete (fc>60 MPa) structures designed to withstand severe thermal conditions requires detailed and reliable information on the mechanical properties of the material exposed ... -
Modified cracked membrane model for consistent crack width predictions of reinforced concrete structures subjected to in-plane loading
Tan, Jesus Reignard Medel; Hendriks, Max; Geiker, Mette Rica; Kanstad, Terje (Journal article; Peer reviewed, 2019)The modified cracked membrane model (MCMM) presented in this paper was formulated to facilitate a mechanical calculation model that predicts crack widths in reinforced concrete (RC) structures subjected to in-plane loading ... -
A multi-surface interface model for sequentially linear methods to analyse masonry structures
Pari, Manimaran; Van de Graaf, de; Hendriks, Max; Rots, Jan G. (Peer reviewed; Journal article, 2021)In the finite element modelling of masonry structures, the micro-modelling technique of differentiating the continuum into a linear elastic bulk, and interfaces representing non-linear joints is common. However, this ... -
Non-linear finite element analyses applicable for the design of large reinforced concrete structures
Engen, Morten; Hendriks, Max; Øverli, Jan Arve; Åldstedt, Erik (Journal article; Peer reviewed, 2017)In order to make non-linear finite element analyses applicable during assessments of the ultimate load capacity or the structural reliability of large reinforced concrete structures, there is need for an efficient solution ... -
Non-Linear Finite Element Analyses of Reinforced Concrete with Large Scale Elements: Including a Case Study of a Structural Wall
Pettersen, Jonas Stene (Master thesis, 2014)The accuracy of large scaled elements in nonlinear finite element analyses (NLFEA) ofreinforced concrete is investigated. A much used finite element analysis design procedureused to design large offshore concrete structures ... -
Non-proportional loading in sequentially linear analysis for 3D stress states
Pari, Manimaran; Hendriks, Max; Rots, Jan G (Journal article; Peer reviewed, 2019)Sequentially linear analysis (SLA), a non‐incremental‐iterative approach towards finite element simulation of quasi‐brittle materials, is based on sequentially identifying a critical integration point in the model, to ... -
Non-proportional loading in sequentially linear solution procedures for quasi-brittle fracture: A comparison and perspective on the mechanism of stress redistribution
Pari, Manimaran; Hendriks, Max; Rots, Jan G. (Peer reviewed; Journal article, 2020)Sequentially linear solution procedures provide a robust alternative to their traditional incremental-iterative counterparts for finite element simulation of quasi-brittle materials. Sequentially linear analysis (SLA), one ... -
Nonlinear Analyses of RC Frames under Vertical and Horizontal Loading
Eltoft, Tord; Lande, Thomas (Master thesis, 2015)The influence of the load history on the structural behaviour and capacity of some statically indeterminate reinforced concrete frames was investigated, through the use of nonlinear finite element analyses (NLFEA). The ... -
Nonlinear Analysis of Fibre Reinforced Concrete Beams - Influence of fibre orientation and density
Moltubakk, Øyvind Trygge (Master thesis, 2014)This master thesis examines nonlinear analysis of fibre reinforced concrete in DIANA, what influence changes in fibre orientation and density have on the load capacity and the load-bearing ability when the displacement ... -
Nonlinear Analysis of Fibre Reinforced Concrete Beams: Influence of fibre orientation and density
Moltubakk, Øyvind Trygge (Master thesis, 2014)This master thesis examines nonlinear analysis of fibre reinforced concrete in DIANA,what influence changes in fibre orientation and density have on the loadcapacity and the load-bearing ability when the displacement grows. ... -
Nonlinear and Time Dependent Analysis of a Concrete Bridge Suffering from Alkali-Silica Reaction: A Case Study of the Elgeseter Bridge in Trondheim.
Wojslaw, Krzysztof; Wisniewski, Maciej (Master thesis, 2014)This thesis reports a case study of the Elgeseter Bridge in Trondheim, which is known to suffer from Alkali-Silica reaction. The main aim is to provide more accurate predictions of the response and capacity of the bridge ... -
Numerical investigation into the effects of corrosion on the shear performance of pretensioned bridge girders with cast-in-place slabs
Osmolska, Magdalena Jadwiga; Kanstad, Terje; Hendriks, Max; Markeset, Gro (Peer reviewed; Journal article, 2022)Corrosion and shear cracking are frequently observed near supports of pretensioned bridge girders in coastal climates, so non-linear finite element analysis was used to study the effect of corrosion on shear performance ... -
Numerical study on the influence of cover thickness and rebar spacing on effective areas in reinforced concrete ties
Rakke, Thomas Pøtten; Røland, Jon Olav Lauvstad (Master thesis, 2020)Nøyaktige estimater av rissdannelse, -fordeling, -vidde og påvirkningen dette har på konstruksjoner er essensielt for å dimensjonere for tiltenkt levetid. Formålet med denne oppgaven er å gjennomføre endelige elementanalyser ... -
Numerical study on the influence of cover thickness and rebar spacing on effective areas in reinforced concrete ties
Røland, Jon Olav Lauvstad; Rakke, Thomas Pøtten (Master thesis, 2020)Nøyaktige estimater av rissdannelse, -fordeling, -vidde og påvirkningen dette har på konstruksjoner er essensielt for å dimensjonere for tiltenkt levetid. Formålet med denne oppgaven er å gjennomføre endelige elementanalyser ... -
Optimization-based three-dimensional strut-and-tie model generation for reinforced concrete
Xia, Yi; Langelaar, Matthijs; Hendriks, Max (Peer reviewed; Journal article, 2021)Strut-and-tie modelling (STM) is an effective and widely used method to design disturbed regions (D-regions) of reinforced concrete structures. Among the various steps of STM, finding a suitable truss-analogy model is the ... -
Predictive strength of ready-mixed concrete: Exemplified using data from the Norwegian market
Engen, Morten; Hendriks, Max; Kohler, Jochen; Øverli, Jan Arve; Åldstedt, Erik; Mørtsell, Ernst; Sæter, Øystein; Vigre, R (Journal article; Peer reviewed, 2018)A hierarchical model for the variability of material properties in ready‐mixed concrete is formulated. The model distinguishes between variation on the batch, recipe, plant, producer, durability class, strength class, and ... -
Reliability Analysis of Reinforced Concrete using Non-Linear Finite Element Analysis
Henriksen, Erlend Knudsen; Bjerva, Mats Gruber Bech; Lindgren, Guro; Afzal, Noman (Master thesis, 2016)The purpose of the thesis is to investigate methods that may be used for assessing the reliability in large concrete structures in combination with non-linear nite element analyses (NLFEA). Reliability methods are applied ... -
Reliability assessments of concrete structures using non-linear finite element analyses
Strand, Arne; Eklund, Hanna; Skorve, Astrid (Master thesis, 2017)Reliability assessment of slender concrete columns using Non-linear finite element analysis (NLFEA) is studied in this thesis. Several reliability methods in combination with NLFEA are applied and discussed to assess the ... -
Revisiting concrete frost salt scaling: On the role of the frozen salt solution micro-structure
Bahafid, Sara; Hendriks, Max; Jacobsen, Stefan; Geiker, Mette Rica (Peer reviewed; Journal article, 2022)We simulate the glue-spall stress due to mechanical interactions between a frozen saline solution (brine-ice composite) and a non-air entrained concrete surface including the impact of the micro-structure of the frozen ...