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Shear Capacity Assessment of Steel-To-CLT Connectors
2023In modern prefabricated wooden buildings, CLT elements (Cross Laminated Timber, also known as Xlam, CrossLam or BSP) are assembled into macro elements (e.g., walls and slabs) and anchored by means of steel brackets and fasteners. A wide variety of such elements, in the shape of nails, screws and bolts, has been used in the construction market in recent
Matteo Salvalaggio +2 more
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Shear Capacity of Hybrid Plate Girders
Journal of Bridge Engineering, 2007The AASHTO LRFD Bridge Design Specifications, in versions up to and including the 2003 interim, limit the shear resistance of hybrid steel I-girders to the shear buckling or shear yield load and prevent consideration of the additional capacity due to tension field action, which homogeneous girders are allowed to include.
Atorod Azizinamini +3 more
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Shear-Capacity in Adhesive Glass Joints
2012The shear-capacity of adhesive glass-joints was investigated. Various stiff and soft adhesives were tested in a short-term load-case. The tests were conducted with small specimens in order to achieve a homogenous state of stress. The results of the tests were used in order to determine the material models of the adhesives.
Fröling Maria +2 more
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Bearing capacity under increasing undrained shear strength
International Journal of Physical Modelling in Geotechnics, 2020The undrained shear strength of naturally deposited, consolidated and saturated clay usually increases with depth due to the overburden pressure and the decreasing water content. Nonetheless, calculations of the bearing capacities of foundations under undrained conditions are usually done using the approach of Prandtl, which assumes constant values of
André Arnold +3 more
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Shear Capacity of Lightweight Concrete Beams
ACI Journal Proceedings, 1967TWENTY-SIX LIGHTWEIGHT CONCRETE BEAMS WERE TESTED TO PROVIDE ADDITIONAL INFORMATION ON THE SHEAR CAPACITY OF STRUCTURAL LIGHTWEIGHT CONCRETE AND TO EVALUATE THE 1963 ACI BUILDING CODE REQUIREMENTS FOR SHEAR. THE BEAMS TESTED IN THIS PROGRAM ARE COMPARED WITH THE PRESENT SHEAR DESIGN FORMULAS AND WITH OTHER DESIGN APPROACHES THAT ARE BEING CONSIDERED AS
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Recycled aggregate concrete slab punching shear capacity
Structures, 2020Abstract Punching shear strength of balanced slab-column connections made of two grades of Recycled Aggregate Concrete (RAC) with each grade containing selected volumetric replacement levels (0%, 50% and 100%) of recycled concrete aggregates derived from laboratory waste concrete are reported.
Saumyaranjan Sahoo, Bhupinder Singh
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Evaluating Shear Capacity of Concrete Girders with Deficient Shear Reinforcement
2010This study assesses the suitability of four sectional shear methods for predicting the shear capacity of reinforced concrete members which do not comply with S6-06 Section 14 stirrup spacing and area requirements. The results of the evaluations indicate that the sectional shear provisions in S6-06, AASHTO LRFD-05 and software Response 2000 ...
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Shear Capacity for Flange-Web Intersection of Concrete Block Shear Walls
Journal of Structural Engineering, 2008Adequate shear strength between the web(s) and the flange(s) in flanged masonry shear walls is essential for the wall to provide the required stiffness and strength. In this regard, an experimental investigation was conducted to study the behavior of flanged concrete block walls.
Robert G. Drysdale +2 more
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Shear capacity of UHPC - Beam tests
2012Ultra-high-performance concrete (UHPC), a very high performance concrete with usually a compressive strength of 130 N/mm2 or more, ....
Cauberg, Niki +3 more
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Base shear and collapse capacity statistical analysis
2011 IEEE Symposium on Business, Engineering and Industrial Applications (ISBEIA), 2011As part of structural reliability assessment, the statistical analysis provides engineers with good estimation of distribution and statistical properties for both load and resistance. This study involved modelling of eight (8) offshore structures with the corresponding environmental conditions for ten (10), fifty (50) and hundred (100) years in order ...
null Mohd Fadly Nor Azman +2 more
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