Blar i NTNU Open på forfatter "Hendriks, Max"
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A numerical investigation of the cracking behaviour of reinforced-concrete tie elements
Tan, Jesus Reignard Medel; Hendriks, Max; Geiker, Mette Rica; Kanstad, Terje (Journal article; Peer reviewed, 2018)The cracking behaviours of reinforced-concrete (RC) ties are investigated by conducting virtual experiments using non-linear finite-element analysis. The assumptions in the model are verified by benchmarking the classical ... -
A quantification of the modelling uncertainty of non-linear finite element analyses of large concrete structures
Engen, Morten; Hendriks, Max; Kohler, Jochen; Øverli, Jan Arve; Åldstedt, Erik (Journal article; Peer reviewed, 2017)In order to make non-linear finite element analyses applicable during assessment of the global resistance of large concrete structures, there is need for a solution strategy with a low modelling uncertainty. A solution ... -
A two-stage numerical analysis approach for the assessment of the settlement response of the pre-damaged historic Hoca Pasha Mosque
Dalgic, Korhan Deniz; Hendriks, Max; Ilki, Alper; Broere, Wout (Journal article; Peer reviewed, 2019)The current article presents a case study of the settlement response of the historic Hoca Pasha Mosque that involves uncertainties arising from the complex excavation activities, soil properties, building materials, and ... -
Analytical Calculation Model for Predicting Cracking Behavior of Reinforced Concrete Ties
Tan, Jesus Reignard Medel; Hendriks, Max; Geiker, Mette Rica; Kanstad, Terje (Journal article; Peer reviewed, 2020)This paper formulates an analytical calculation model for predicting the cracking behavior of reinforced concrete ties to provide more consistent crack width calculation methods for large-scale concrete structures in which ... -
Assessment of a semi-probabilistic safety concept for reinforced concrete columns using non-linear finite element analyses
Lynnebakken, Morten; Normann, Håkon Hammer (Master thesis, 2018)This thesis assesses the reliability of methods for slender concrete column design, including Non-Linear Finite Element Analysis (NLFEA). The applicability of the Eurocode in slender column design is investigated, and the ... -
Assessment of Elgeseter Bridge Suffering from Alkali-Silica Reactions: Analysis and capacity verification of the bridge deck with finite element shell models
Furdal, Håvard Omvik; Vevang, Jørgen Røkkum (Master thesis, 2021)This master's thesis is a condition assessment of the plates in Elgeseter Bridge, focusing on the effects of alkali-silica reactions (ASR). Elgeseter Bridge is a 200 m long bridge with 9 spans and non-tensioned reinforcement. ... -
Assessment of Elgeseter Bridge Suffering from Alkali-Silica Reactions: Analysis and capacity verification of the bridge deck with finite element shell models
Furdal, Håvard Omvik; Vevang, Jørgen Røkkum (Master thesis, 2021)Det er i denne oppgaven utført en tilstandsvurdering av bruplaten i Elgeseter bru med fokus på lastvirkningene fra alkalireaksjoner. Elgeseter bru er en slakkarmert betongbru på 200 m som består av 9 spenn. Kjerneprøver ... -
Assessment of solution strategies for non-linear finite element analyses in reinforced concrete
Djuve Fimreite, Andreas; Lieng, Simen (Master thesis, 2021)Denne masteroppgaven undersøker usikkerheter knyttet til anvendelsen av ikke-lineær elementanalyse i armerte betongkonstruksjoner. Undersøkelsen gjennomføres ved en sammenligning av resultater fra fire forskjellige ... -
Assessment of solution strategies for non-linear finite element analyses in reinforced concrete structures.
Djuve Fimrete, Andreas; Lieng, Simen (Master thesis, 2021)Denne masteroppgaven undersøker usikkerheter knyttet til anvendelsen av ikke-lineær elementanalyse i armerte betongkonstruksjoner. Undersøkelsen gjennomføres ved en sammenligning av resultater fra fire forskjellige ... -
Automated optimization-based generation and quantitative evaluation of Strut-and-Tie models
Xia, Yi; Langelaar, Matthijs; Hendriks, Max (Peer reviewed; Journal article, 2020)Strut-and-Tie modelling (STM) is a well-known approach to design D-regions in reinforced concrete structures. Because the STM method is based on lower-bound analysis, finding a suitable truss-analogy model is the most ... -
Building response to tunnelling- and excavation-induced ground movements: using transfer functions to review the limiting tensile strain method
Dalgic, K.D.; Hendriks, Max; Ilki, A. (Journal article, 2018)In this paper, limiting tensile strain method (LTSM) is reviewed, and advantages and disadvantages resulted from the simplicity of this method are examined in the light of the findings of the existing experimental and ... -
Challenges related to structural modelling and assessment of concrete structures affected by alkali-silica reactions
Kongshaug, Simen Sørgaard; Kanstad, Terje; Hendriks, Max; Kioumarsi, Mahdi; Markeset, Gro (Chapter, 2017)Alkali-Silica Reaction (ASR) in concrete is a chemical process between dissolved alkali and hydroxyl ions from pore solutions in the cement paste, and reactive (amorphous) silica within the aggregates. The product of the ... -
Comparison of Strut-and-Tie Modeling and Nonlinear Finite Element Analysis Approaches for Concrete Wall-to-Wall Connections
Rosendahl, Mikael (Master thesis, 2020)I betongkonstruksjoner vil man finne regioner med en ikkelineær respons forårsaket av plutselige endringer i geometri eller last. To tilnærminger for modellering av slike regioner, kalt D-regioner, er ikkelineære elementanalyser ... -
Concrete drying model
Sarwar, Muhammad Zohaib; Cantero, Daniel; Hendriks, Max; Geiker, Mette Rica (Research report, 2023) -
Concrete-Ice Abrasion: Laboratory Studies using a Sawn Concrete Surface
Shamsutdinova, Guzel; Hendriks, Max; Jacobsen, Stefan (Journal article; Peer reviewed, 2017)Concrete-ice abrasion is a surface degradation mechanism due to ice-structure interaction especially relevant for concrete gravity-based structures in the Arctic offshore. Experiment is the main evaluation method for ... -
CONCRETE-ICE ABRASION: SURFACE ROUGHNESS AND MEASUREMENT METHOD
Shamsutdinova, Guzel; Hendriks, Max; Jacobsen, Stefan (Chapter, 2015)The wearing of concrete material due to ice movement is a cutting edge problem for offshore and coastal engineering. The phenomenon is often referred to as concrete-ice abrasion, but the physics of this process is not ... -
Concrete-ice abrasion: wear, coefficient of friction and ice consumption
Shamsutdinova, Guzel; Hendriks, Max; Jacobsen, Stefan (Journal article; Peer reviewed, 2018)Concrete structures in the Arctic offshore are often exposed to drifting ice causing abrasion of concrete surfaces. This paper presents the results of a laboratory study of concrete-ice abrasion. The sawn concrete surfaces ... -
A critical evaluation of topology optimization results for strut‐and‐tie modeling of reinforced concrete
Xia, Yi; Langelaar, Matthijs; Hendriks, Max (Peer reviewed; Journal article, 2020)Defining a suitable truss model is one of the most important steps of applying the strut‐and‐tie modeling (STM) method to design D‐regions in reinforced concrete (RC) structures. The truss model is a discrete representation ... -
Design and analysis of a large wind floater - A reinforced concrete pontoon-type semi-submersible supporting the DTU 10MW reference turbine
Deac, Marius (Master thesis, 2014)In the project work, the candidate has made a preliminary design of a concrete semi-submersible floater for supporting the DTU 10MW wind turbine. In particular, the focus was the design of pontoons and columns of this ... -
Development of a Solution Strategy for Non-Linear Finite Element Modelling of Reinforced Concrete Beams with Web Openings
Nilsson, Line; Nygårdsvoll, Erlend André Ursin; Nøttveit, Kristine Reutz (Master thesis, 2018)Non-linear finite element analyses (NLFEA) can be used to predict the physical behaviour of reinforced concrete (RC) structures. However, in order to obtain numerical results in compliance with the real physical behaviour ...