Browsing Institutt for konstruksjonsteknikk by Title
Now showing items 1609-1628 of 2483
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Modelling of Pedestrian Loading on Slender Footbridges
(Master thesis, 2015)This thesis concerns itself with the dynamic response of a slender network arch bridge by means of a numerical model. The numerical model is generated using a Python code written by Ph.D. Candidate Anna Ostrycharczyk. The ... -
Modelling of Stainless Steel AISI 316L in Finite Element Simulations
(Peer reviewed; Journal article, 2021)This paper addresses numerical modelling of a rolled, austenitic stainless steel of grade AISI 316L, corresponding to EN 1.4404. The study comprises uniaxial tension tests at a range of temperatures (from –20°C to 200°C) ... -
Modelling of strain-path transients in commercially pure aluminium
(Journal article, 2017)In the current work, the recently proposed homogeneous anisotropic hardening (HAH) model, featuring a distorted yield surface, is applied to commercially pure aluminium. A dislocation-based hardening rule is incorporated ... -
Modelling of the self-excited forces for bridge decks subjected to random motions: an experimental study
(Doctoral theses at NTNU;NTNU, 2018:52, Doctoral thesis, 2018)This thesis concerns the dynamic behaviour and analysis of long-span bridges subjected to wind loading and, in particular, the modelling of self-excited forces based on wind tunnel measurements. The goal of this PhD study ... -
Modelling of welded thin-walled aluminium structures
(Doktoravhandlinger ved NTNU, 1503-8181; 2006:78, Doctoral thesis, 2006)This thesis aims to develop a comprehensive methodology for capacity prediction of thin-walled welded aluminium structures. Through material testing, model choice and calibration, numerical simulations and experimental ... -
Modelling of Window Glasses Exposed to Blast Loading
(Master thesis, 2016)Failure of window glasses in buildings subjected to blast loading introduces great potential for casualties and structural damage, primarily by the creation high velocity glass fragments. The application of laminated ... -
Modelling of window glasses exposed to blast loading
(Master thesis, 2017)Flying glass fragments are one of the main causes of casualties and injuries during terror attacks with explosives, due to fragments shooting through the air. A common way to increase the blast security in windows is to ... -
Modelling post-tensioned structures with DIANA FEM software
(Research report, 2022) -
Modelling procedures for non-linear analysis of metallic structuctrual components
(Master thesis, 2011)This thesis describes the experimental testing and a numerical study of extruded aluminum components subjected to three different loading scenarios; three point bending with and without a notch and acompression test. The ... -
Modelling the stochastic dynamic behaviour of a pontoon bridge: A case study
(Journal article; Peer reviewed, 2016)Herein, a study on the hydrodynamic modelling of pontoon bridges is presented, with the Bergsøysund Bridge as a representative example. The model relies on the finite element method and linearized potential theory. The ... -
Modelling the viscoelastic mechanosorptive behaviour of Norway spruce under long-term compression perpendicular to the grain
(Journal article; Peer reviewed, 2019)The effects of variation in humidity coupled with long-term loading give rise to dimensional changes and creep effects in wooden elements. Many wooden products such as cross-laminated timber (CLT) plates as well as many ... -
Modelling, Simulation and Optimization of Crash Components in Aluminium
(Master thesis, 2017)The main focus of this thesis was to establish a validated finite element model of an extruded rectangular hollow profile with a single chamber. Experimental axial crushing tests were carried out on various heat treated ... -
Models for Punching Shear Capacity in Concrete Slabs
(Master thesis, 2013)Model Code 2010 was published in the spring of 2012 by the International Federation for Structural Concrete (fib), and presents a whole new model for punching shear design. Whereas the method for punching shear design in ... -
Modified cracked membrane model for consistent crack width predictions of reinforced concrete structures subjected to in-plane loading
(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 ... -
Moisture Induced Stresses in Glulam: Effect of Cross Section Geometry and Screw Reinforcement
(Doktoravhandlinger ved NTNU, 1503-8181; 2012:139, Doctoral thesis, 2012) -
Moisture Measurements and Moisture Stresses in Wood
(Master thesis, 2009) -
Molecular Dynamics Simulations of DNA Translocation through a biological Nanopore
(Master thesis, 2012)Experimental and simulation studies of nucleic acid transport through nanosized channels, both biological and synthetic, has become a rapidly growing research area over the last decade. While the utilization of the ... -
Molecular dynamics study of di-CF4 based reverse micelles in supercritical CO2
(Journal article; Peer reviewed, 2016)The reverse micelles (RMs) in supercritical CO2 (scCO2) are promising alternatives for organic solvents, especially for both polar and non-polar components are involved. Fluorinated surfactants, particularly the double-chain ... -
Molecular Insights into Hydrate Adhesion on Surfaces
(Doctoral theses at NTNU;2024:98, Doctoral thesis, 2024)Gas hydrate deposition and subsequent plugging in pipelines pose a significant hazard to the exploration and transportation of deep-water natural gas resources. Deploying passive anti-hydrate surfaces has emerged as a ... -
Moment resisting on-site splice of large glulam elements by use of mechanically coupled long threaded rods
(Journal article; Peer reviewed, 2018)Large spans of modern timber bridges can be achieved by use of glulam arches with network hanger configuration. Since transportation and production limit the length of timber elements, the glulam arches must be spliced on ...