Blar i NTNU Open på forfatter "Hendriks, Max"
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Durability of pretensioned concrete girders in coastal climate bridges: Basis for better maintenance and future design
Paciorek, Magdalena Jadwiga; Kanstad, Terje; Hendriks, Max; Hornbostel, Karla; Markeset, Gro (Peer reviewed; Journal article, 2019) -
Durability-based design: the European perspective
Geiker, Mette Rica; Hendriks, Max; Elsener, Bernhard (Peer reviewed; Journal article, 2021)In Europe, design for the durability of new reinforced concrete structures is currently based on a prescriptive approach. The design, execution (construction) and planned maintenance of a concrete structure have to lead ... -
Effect of boundary conditions and connection modelling in a nonlinear finite element analysis of a concrete dam
Flygansvær, Lorents Ebbesvik; Rønning, Mathias Berg (Master thesis, 2019)Målet med denne masteroppgaven er å vurdere viktigheten av realistisk modellering av randbetingelser og kontakt i en ikkelineær elementanalyse av en damkonstruksjon i betong. Dette er utført ved å etablere fire elementmodeller ... -
Effect of boundary conditions and connection modelling in a nonlinear finite element analysis of a concrete dam
Flygansvær, Lorents Ebbesvik; Rønning, Mathias Berg (Master thesis, 2019)Målet med denne masteroppgaven er å vurdere viktigheten av realistisk modellering av randbetingelser og kontakt i en ikkelineær elementanalyse av en damkonstruksjon i betong. Dette er utført ved å etablere fire elementmodeller ... -
Effects of load histories on reliability analyses based on nonlinear finite element analyses of reinforced concrete structures
Andersen, Vegard Joten (Master thesis, 2017)The effects of load histories on reliability analysis using nonlinear finite element analysis (NLFEA) of reinforced concrete (RC) structures was studied in this thesis. Using a finite element software, several NLFEA on an ... -
An evaluation of the ice melting during concrete-ice abrasion experiment
Saidmurodov, Saidkomil; Jacobsen, Stefan; Hendriks, Max; Shamsutdinova, Guzel (Journal article; Peer reviewed, 2022)The process of ice melting during abrasive interactions with concrete is essential in a variety of contact phenomena. In this paper, we refer to abrasive tests for different samples of concrete with roughness in the range ... -
Experimental and theoretical investigation of crack width calculation methods for RC ties
Tan, Jesus Reignard Medel; Eileraas, Kristoffer; Opkvitne, Ola; Zirgulis, Giedrius; Hendriks, Max; Geiker, Mette Rica; Brekke, Dan-Evert; Kanstad, Terje (Journal article; Peer reviewed, 2018)This paper theoretically and experimentally investigates the semi-empirical formulas recommended by Eurocode 2 (EC2), fib Model Code 2010 (MC2010), and Eurocode 2 with the German National Annex (DIN) for calculating crack ... -
Experimental investigation of ASR-affected concrete – The influence of uniaxial loading on the evolution of mechanical properties, expansion and damage indices
Kongshaug, Simen Sørgaard; Oseland, Oddbjørn Wathne; Kanstad, Terje; Hendriks, Max; Rodum, Eva; Markeset, Gro (Peer reviewed; Journal article, 2020)The alkali silica reaction (ASR) in concrete causes internal localized swelling and micro cracking, which result in expansion and correlated deterioration of the concrete material. The stress state of the concrete is known ... -
Experimental investigation on the structural response of RC slabs subjected to combined fire and blast
Colombo, Matteo; Martinelli, Paolo; Arano Barenys, Assis; Øverli, Jan Arve; Hendriks, Max; Kanstad, Terje; Prisco, Marco di (Peer reviewed; Journal article, 2021)Reinforced concrete (RC) submerged floating tunnels (SFTs) represent a possible solution for crossing wide, deep fjords, and is considered for the E39 highway route along the Norwegian west coast. With regard to SFTs, the ... -
Failure characteristics of reinforced concrete circular slabs subsequently subjected to fire exposure and static load: An experimental study
Arano Barenys, Assis; Colombo, Matteo; Martinelli, Paolo; Overli, Jan Arve; Hendriks, Max; Kanstad, Terje; Prisco, Marco di (Peer reviewed; Journal article, 2022)This study investigated the effect of fire on the ultimate load-bearing capacity of reinforced concrete (RC) slabs. The structural response of RC circular specimens subjected to static load conditions after exposure to a ... -
Ice abrasion testing of high performance concrete for offshore structures
Shamsutdinova, Guzel; Hendriks, Max; Fosså, Kjell Tore; Jacobsen, Stefan (Chapter, 2019)Offshore concrete structures exposed to drifting sea ice have abrasion of the concrete surface caused by the mechanical contact between ice and concrete in the order of 0.1 to 1 mm per year. The concrete-ice abrasion ... -
Ice abrasion testing of HP concrete for offshore structures
Shamsutdinova, Guzel; Hendriks, Max; Fosså, Kjell Tore; Jacobsen, Stefan (Chapter, 2019)Offshore structures can be exposed to drifting sea ice. The wear (abrasion) of the concrete surface caused by the mechanical contact between ice and concrete is in the order of 0.1–1 mm per year. The concrete-ice abrasion ... -
Ikke-lineær elementanalyse av fiberforsterkede betongbjelker, ved bruk av stykkevis lineært tøyningsdiagram i strekk
Markali, Daniel (Master thesis, 2020)SAMMENDRAG: Hensikten med denne oppgaven er å undersøke om oppførselen til fiberbetong kan etterliknes på en god måte med et stykkevis lineært diagram i strekk, når alle andre materialegenskaper er i henhold til allerede ... -
Ikke-lineære elementanalyser med en multi-level assessment tilnærmingsmåte på dekker av armert betong
Innerdal, Ola (Master thesis, 2015)I denne oppgaven er det utført en multi level assessment for å finne kapasiteten på to betongdekker, der analyser med økende grad av kompleksitet blir utført. Analysemetodene som er brukt blir vurdert og sammenlignet. To ... -
Implementation of the Cracked Membrane Model for Crack Width Predictions in Reinforced Concrete Shell Structures
Kvam, Simen (Master thesis, 2018)Crack control is an important part of design of reinforced concrete shell structures in the serviceability limit state. Crack width calculations are performed in accordance with design codes, which are based on beams and ... -
Inspection and Assessment of Corrosion in Pretensioned Concrete Bridge Girders Exposed to Coastal Climate
Osmolska, Magdalena Jadwiga; Hornbostel, Karla; Kanstad, Terje; Hendriks, Max; Markeset, Gro (Peer reviewed; Journal article, 2020)The most common methods for detecting chloride-induced corrosion in concrete bridges are half-cell potential (HCP) mapping, electrical resistivity (ER) measurements, and chloride concentration testing, combined with visual ... -
Investigation of Cracking Behavior in Reinforced Concrete Panels with Bond-slip Reinforcement
Eriksen, Magnus; Kolstad, Magnus (Master thesis, 2016)This thesis aims to investigate the crack pattern of two reinforced concrete panels subjected to a tensile load. Numerical models for two reinforced concrete panels were established in the finite element program DIANA10. ... -
Lineære og ikke-lineære elementanalyser av undergrunnstunell i armert betong, med en multi-level assessment tilnærmingsmåte
Larsen, Leif Tore (Master thesis, 2015)Kapasitet av to konstruksjonsdeler i armert betong er funnet ved hjelp av en multi-level assessment-framgangsmåte i fire nivå, der lineær (LFEM) og ikke-lineær (NLFEM) elementmetode er brukt. Konstruksjonsdelene er en fritt ... -
Literature review of modelling approaches for ASR in concrete: a new perspective
Esposito, Rita; Hendriks, Max (Journal article; Peer reviewed, 2017)The assessment of concrete structures affected by alkali–silica reaction (ASR) is a complex problem due to the multiscale nature of this long-term phenomenon. The reaction starts within the concrete constituents and developed ... -
Load effects in reinforced concrete beam bridges affected by alkali–silica reaction—Constitutive modelling including expansion, cracking, creep and crushing
Kongshaug, Simen Sørgaard; Larssen, Rolf Magne; Hendriks, Max; Markeset, Gro; Kanstad, Terje (Peer reviewed; Journal article, 2021)Material modelling, from the micro to the macro level, of concrete affected by alkali–silica reaction (ASR) has been devoted a lot of research. However, the application of the material models in structural analyses of ...