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Now showing items 1-20 of 23

    • An Experimental and numerical study of the load distribution effect on composite slab shear resistance 

      Soltanalipour, Milad; Ferrer Ballester, Miquel; Marimón Carvajal, Federico; Holomek, Josef; Bajer, Miroslav (EJournal Publishing, 2019-05)
      Article
      Open Access
      The design codes prescribe “a close simulation” of the uniformly distributed loads for bending tests, since, applying an ideal uniform load on the slab surface, is not technically as simple as applying concentrated loads ...

    • An experimentally validated study for open rib profiles steel-concrete composite slabs behavior in partial connection 

      Soltanalipour, Milad; Ferrer Ballester, Miquel; Marimón Carvajal, Federico (2019)
      Conference report
      Open Access
      In this paper the strength of steel deck-concrete composite slabs is studied. Conventional slabs with open and dovetail profiles are studied with different designs, galvanized and stainless steel. Partial connection method ...

    • Axial force - Example 2 

      Soltanalipour, Milad (2024-09-10)
      Audiovisual
      Open Access
      An axially loaded column.

    • Composite slabs are subject to bending 

      Soltanalipour, Milad (2024-09-10)
      Audiovisual
      Open Access
      Composite slabs are examples of beams application in civil engineering.

    • Cylindrical pressure vessel 

      Soltanalipour, Milad (2024-09-10)
      Audiovisual
      Open Access
      Here you can see a cylindrical pressure vessel. If there is internal pressure, P, what is the magnitude of stresses in the walls? In order to find those stresses, we cut the cylinder in longitudinal and transverse directions, ...

    • Displacement method 

      Soltanalipour, Milad (2024-09-10)
      Audiovisual
      Open Access

    • Example - Hperstatic 

      Soltanalipour, Milad (2024-09-10)
      Audiovisual
      Open Access
      In this hyperstatic problem, we apply Castigliano's method to add 1 more equation and find support reactions.

    • Example bearing resistance 

      Soltanalipour, Milad (2024-09-10)
      Audiovisual
      Open Access
      Bearing resistance is a type of failure in connections. It occurs on the plate around the bolt. The affected area is a half circle with non-uniform stress. For simplification, we work with the projected rectangular area, ...

    • Experimental and numerical study of the ductility of open-rib and reentrant composite slabs 

      Soltanalipour, Milad; Ferrer Ballester, Miquel; Marimón Carvajal, Federico (2022-04)
      Article
      Open Access
      The most restrictive failure mode of steel–concrete composite slabs is longitudinal shear. The partial connection method (PCM) is a design method for longitudinal shear capacity limited to slabs showing ductile failure and ...

    • Experimental study on a highly efficient shear transfer system for square CFST 

      Soltanalipour, Milad; Ferrer Ballester, Miquel; Marimón Carvajal, Federico; Albareda Valls, Albert; Casafont Ribera, Miguel; Iglesias, Gorka (Elsevier, 2023-03-16)
      Article
      Open Access
      A new shear transfer system for CFST columns is studied, which is an application of the patent EP2305911B1 into the square CFST columns. The new optimized system, called UPCCFST, consists of crown-shaped protrusions on the ...

    • Force method 

      Soltanalipour, Milad (2024-09-10)
      Audiovisual
      Open Access
      Solving an axially loaded column for support reactions using force method.

    • Innovative shear transfer system for Concrete Filled Steel Tubes (CFST) in columns 

      Soltanalipour, Milad; Ferrer Ballester, Miquel; Albareda Valls, Albert; Marimón Carvajal, Federico; Casafont Ribera, Miguel; Iglesias Torquero, Gorka (2021-09)
      Article
      Restricted access - publisher's policy
      The common failure mode of composite steel-concrete structural elements, such as composite columns, generally occurs due to the relative slipping or separation of the steel sheet and the concrete. This leads to materials ...

    • Métodos de Clapeyron y Cross para el análisis de vigas de inercia variable 

      Pons Poblet, Josep Maria; Soltanalipour, Milad (2022-06-13)
      Article
      Open Access
      En el mundo académico con frecuencia se plantea el análisis global de estructuras con vigas consideradas de inercia constante I. La múltiple bibliografía docente así lo atestigua. A pesar de ello, también se presentan casos ...

    • New shear transfer system for concrete-filled steel tube (CFST) columns 

      Soltanalipour, Milad; Ferrer Ballester, Miquel; Marimón Carvajal, Federico; Albareda Valls, Albert; Casafont Ribera, Miguel; Iglesias Torquero, Gorka (John Wiley & sons, 2022-05)
      Article
      Open Access
      Concrete-filled steel tube (CFST) columns are frequently used in construction due to their high ductility and improved loadbearing capacities. At beam-to-CFST column joints, gusset plates are welded to the outer face ...

    • Problem 1 

      Soltanalipour, Milad (2024-09-10)
      Audiovisual
      Open Access
      Simply supported beam.

    • Problem 18 

      Soltanalipour, Milad (2024-09-10)
      Audiovisual
      Open Access
      Projecting the force on the principal axes of inertia.

    • Problem 20 

      Soltanalipour, Milad (2024-09-10)
      Audiovisual
      Open Access
      A water container with tubular stiffeners. Here, we deal with a triangular uniform load caused by hydrostatic pressure.

    • Shear transfer behavior in composite slabs under 4-point standard and uniform-load tests 

      Soltanalipour, Milad; Ferrer Ballester, Miquel; Marimón Carvajal, Federico; Holomek, Josef; Bajer, Miroslav; Melcher, Jindrich; Karmazínová, Marcela (2020-01)
      Article
      Restricted access - author's decision
      The 4-point bending test, prescribed by most standards, is the conventional test used to determine the shear resistance of steel-concrete composite slabs, whereas loading requirements are commonly specified in terms of ...

    • Shear transfer mechanism in steel-concrete composite slabs and columns 

      Soltanalipour, Milad (Universitat Politècnica de Catalunya, 2023-05-10)
      Doctoral thesis
      Open Access
      (English) Composite structures are frequently used in the construction of high-rise buildings due to their high ductility and strength. This article-based doctoral thesis has multiple objectives related to different ...

    • Shearing areas 

      Soltanalipour, Milad (2024-09-10)
      Audiovisual
      Open Access
      Shear stress is the force parallel to the area per unit area. Shear failure of bolt due to shear stress is one of connection failure types. The shear stress on the bolt depends on the force, area of the bolt cross-section, ...