Essays about: "bending abaqus"
Showing result 16 - 20 of 40 essays containing the words bending abaqus.
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16. Difficulties in FE-modelling of an I-beam subjected to torsion, shear and bending.
University essay from KTH/ByggvetenskapAbstract : In this thesis six different models of IPE240 have been created in order to study their behavior undershear, bending and torsion. These models simulate IPE240 but differ in the boundary conditions, inthe loading and the length of the beam and in some connections which connect certain elements. READ MORE
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17. Mechanical Properties of Outer Protection Layer on Submarine High Voltage Cables
University essay from Blekinge Tekniska Högskola/Institutionen för maskinteknikAbstract : In this thesis, the Mechanical properties of polypropylene yarn of outer protection layer on Submarine High Voltage Cable, twisted around submarine cable,is determined on various conditions at ABB Company. In the first step, tensile tests are done with polypropylene yarn specimens with and without Bitumen at Room temperature. READ MORE
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18. Evaluation of a Tramway’s Track Slab in Conventionally Reinforced Concrete or Steel Fibre Concrete
University essay from KTH/BetongbyggnadAbstract : The dominant reinforcement used widely for concrete structures is conventional steel bars (rebars). Nevertheless, the perpetual effort toward evolution and development could not exclude the engineering field, thus new innovative and sophisticated methods are introduced. READ MORE
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19. Finite Element Modelling of Fracture in dowel-type timber connections
University essay from Linnéuniversitetet/Institutionen för maskinteknik (MT)Abstract : Dowel-type steel to timber connections are commonly used in timber structure. The load carrying capacity and the stress distribution within the connection area are complicated and the failure behavior of a connection depends on many parameters. READ MORE
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20. Nonlinear FEM load bearing capacity assessment of a concrete bridge subjected to support settlements : Case of a continious slab bridge with angled supports
University essay from KTH/Bro- och stålbyggnadAbstract : A nonlinear finite element analysis was performed for an existing road bridge in order to see if that could show a higher load bearing capacity, as an alternative to repairing or replacing. The regular linear analysis had shown that the bridge could not take any traffic load due to the effects from large and uneven support settlements. READ MORE