Blar i Institutt for konstruksjonsteknikk på emneord "Ingeniørvitenskap og IKT, Konstruksjonsteknikk"

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    • Beregning av betongelementbru - Utgangspunkt Giske-brua 

      Lund, Marianne Huse (Master thesis, 2016)
      Det er foretatt en kontroll i bruddgrensetilstand av betongelementbrua Giske bru i henhold til gjeldende regelverk. Regelverket inkluderer håndbøker utgitt av Statens Vegvesen og eurokoder utgitt av Standard Norge. Den ...

    • BIM in Analysis and Design of Steel Connections 

      Øi, Ellen Viddal (Master thesis, 2013)
      It is desired to reduce the time spent at all stages of the building process. Communication between and within disciplines is a significant time consumer in structural engineering today. As the same person is often responsible ...

    • Bridge Weigh-in-Motion System for Steel Railway Bridges - Implementation, development and analysis 

      Slettebak, Tor Holm (Master thesis, 2016)
      This master thesis seeks to develop a BWIM system by using the programming environment Matlab, based on existing Bridge Weigh-in-Motion systems and the founding theories behind it. The developement uses a beam model to ...

    • Developing Compartment Templates in a KBE Environment 

      Oftebro, Jakob Haug (Master thesis, 2015)
      Denne rapporten er skrevet for å vise muligheter for implementasjon av rom-objekter i et KBE basert system. Formålet med disse objektene er å forenkle arbeidet med å lage planløsninger. Omfanget av avhandlingen er utviklingen ...

    • Experimental and Numerical Study on Perforated Steel Plates Subjected to Blast Loading 

      Granum, Henrik Møgster; Løken, Lars Marcus (Master thesis, 2016)
      The main objective of this thesis was to determine how thin, perforated Docol 600 DL steel plates behave under blast loading, and to validate to which extent the response may be predicted using different numerical techniques. ...

    • Finite element implementation of lower-order strain gradient plasticity in Abaqus 

      Heggelund, Teodor Lunaas (Master thesis, 2015)
      A finite element method implementation of lower-order strain gradient plasticity is developed. Its validity is checked against known analytical solutions. The implementation gives expected trends when applied to particle ...

    • Modeling of Work Hardening for Aluminum Alloy Structures 

      Kaldager, Kristian Kolstø; Eek, Marius (Master thesis, 2016)
      The hardening behavior of aluminum alloys can be described by a combined material model with both isotropic and kinematic hardening. The kinematic contribution is often excluded in numerical simulations if a cyclic stress ...

    • Modelling, Simulation and Optimization of Crash Components in Aluminium 

      Solhjem, Espen; Kjus, Eivind Sogn (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 ...

    • Numerical Implementation of Brittle Failure Model for Glass 

      Næss, Nora Storebø (Master thesis, 2017)
      This thesis is concerned with a strength model for float glass. Failure of glass is usually initiated from surface flaws and the glass is reckoned as failed with the first failing flaw. The model implements a flaw map over ...

    • Object Modeling and Building Information Modeling 

      Auråen, Hege; Gjemdal, Hanne (Master thesis, 2016)
      The main part of this thesis is an online course (Small Private Online Course) entitled "Introduction to Object Modeling and Building Information Modeling". This supplementary report clarifies the choices made in the process ...

    • Tension-loaded bolted connections in steel structures 

      Skavhaug, Elin Stensrud; Østhus, Svanhild Irene (Master thesis, 2015)
      The purpose of this thesis is to study the behaviour of bolted steel connections subjected to tension. Quasi-static conditions have been considered. By performing laboratory tests on single bolts and simple T-stub connections ...

    • Wind Load Module For CSi ETABS 

      Holst, Eirik Aasved (Master thesis, 2015)
      For korrekt dimensjonering av konstruksjoner er det viktig å medberegne miljøbelastninger, inkludert vindlaster. I Norge bestemmes vindlaster ved bruk av NS-EN 1991-1-4:2005+NA:2009. Regelverket er utformet for håndberegninger, ...

    • Wind-Induced Response of Long-Span Suspension Bridges Subjected to Span-Wise Non-Uniform Winds: A Case Study 

      Forbord, Erlend Munkeby; Hjellvik, Hallvard (Master thesis, 2017)
      The Hardanger Bridge has a main span of 1 310 meters which makes it the longest suspension bridge in Norway and among the top 15 longest in the world as of 2017. The bridge consists of only two traffic lanes and one ...