Browsing NTNU Open by Author "Hendriks, Max"
Now showing items 61-67 of 67
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Simultaneous optimization of shape and topology of free-form shells based on uniform parameterization model
Xia, Yi; Wu, Yue; Hendriks, Max (Journal article; Peer reviewed, 2019)In current optimization methods for free-form shells, the shape and topology are usually optimized separately. These methods are based on the assumption that the shape and topology of a shell influence each other only ... -
Structural Safety Assessment of Reinforced Concrete Structures with Nonlinear Finite Element Analyses and the Significance of the Modelling Uncertainty - Application to Structural Walls
Nilsen-Nygaard, Ingrid (Master thesis, 2015)Nonlinear finite element analyses (NLFEA) allow for simulation of the expected real nonlinear structural behaviour of reinforced concrete structures. NLFEA in structural safety assessment does however introduce potentially ... -
The effect of reinforcement corrosion on the structural behaviour of prestressed bridges in the Norwegian coastal regions
Paciorek, Magda; Kanstad, Terje; Hendriks, Max; Kioumarsi, Mahdi; Markeset, Gro (Chapter, 2017)Prestressed concrete (PC) is one of the main structural materials used in Norway for bridge structures. Prestressed and precast concrete beams were even used for building the historical Atlantic Road, which has the status ... -
Topography studies of concrete abraded with ice
Shamsutdinova, Guzel; Hendriks, Max; Jacobsen, Stefan (Journal article; Peer reviewed, 2019)Topography studies of concrete-ice abrasion were made to proceed in our understanding of the mechanisms of concrete wear by ice on Arctic offshore structures. The effects on various initial surfaces of a B75 normal-weight ... -
Toward identifying the ASR-induced stresses from displacement measurements and crack observations—Demonstration on a beam bridge in Norway
Kongshaug, Simen Sørgaard; Markeset, Gro; Kanstad, Terje; Hendriks, Max (Peer reviewed; Journal article, 2022)Alkali–silica reaction (ASR) in concrete causes expansion and degradation of the material, which might give adverse structural consequences. From the structural engineer point view, the greatest concern is if ASR leads to ... -
Treatment of modelling uncertainty of NLFEA in fib Model Code 2020
Engen, Morten; Hendriks, Max; Monti, Giorgio; Allaix, Diego L. (Peer reviewed; Journal article, 2021)When non-linear finite element analyses are used in design of new or assessment of existing concrete structures, one should account for the modelling uncertainty before conclusions are drawn based on the results. The present ... -
Two solution strategies to improve the computational performance of sequentially linear analysis for quasi‐brittle structures
Pari, Manimaran; Swart, W; van Gijzen, Martin Bastiaan; Hendriks, Max; Rots, Jan G (Peer reviewed; Journal article, 2020)Sequentially linear analysis (SLA), an event‐by‐event procedure for finite element (FE) simulation of quasi‐brittle materials, is based on sequentially identifying a critical integration point in the FE model, to reduce ...