Effect of CFRP Layer Orientation on the Behavior of Shear-Strengthened Steel Plate Girders [PDF]
Engineering and Technology Journal, 2018 The present paper investigates experimentally the impacts of fiber layer orientation on the structural behavior of CFRP strengthened steel-plated girders that are subjected to shear. Three of these girders were considered strengthened girders whereas the
Mohammed Hamood +2 more
doaj +1 more source
Shear Stresses of Hollow Lightweight Concrete Beams Made with Wood Waste [PDF]
Archives of Civil Engineering, 2021 Hollow Lightweight Concrete (HLC) beams are gaining popularity due to low cost and low weight as compared with the Solid Lightweight Concrete (SLC) beams. HLC and SLC beams decrease in weight, without losing strength and durability.
Salam Salman Chiad Alharishawi +2 more
doaj +1 more source
Buildings, 2022 This paper presents the results of an experimental study of the shear behavior of masonry walls made of aero autoclaved concrete (AAC) blocks strengthened by externally bonded fiber-reinforced polymer (FRP) composites.
Marta Kałuża
doaj +1 more source
Effect Of Concrete Strength And Stirrup Position On Shear Behavior Of Semi Light Weight High Strength Self-Compacting Concrete Beams [PDF]
, 2023 Self-compacting concrete (SCC) is a new technology of concrete, requiring no consolidation work at site and it can pass through closely spaced reinforcing bars and restricted sections without loss of homogeneity.
Himdad Mohammed Mohammed +1 more
core +1 more source
Flexural–torsional behavior of thin-walled composite box beams using shear-deformable beam theory [PDF]
, 2008 This paper presents a flexural–torsional analysis of thin-walled composite box beams. A general analytical model applicable to thin-walled composite box beams subjected to vertical and torsional loads is developed.
Lee, Jaehong, Vo, Thuc
core +1 more source
A novel technique for dynamic shear testing of bulk metals with application to 304 austenitic stainless steel [PDF]
, 2020 This paper describes a new single-shear specimen (SSS) and method to characterize the dynamic shear behavior of bulk metals using a traditional Split Hopkinson Pressure Bar (SHPB).
Bahi, S. +11 more
core +1 more source
Reversal of the lift force on an oblate bubble in a weakly viscous linear shear flow [PDF]
, 2009 We compute the flow about an oblate spheroidal bubble of prescribed shape set fixed in a viscous linear shear flow in the range of moderate to high Reynolds numbers.
Legendre, Dominique +2 more
core +1 more source
Finite-Element Analysis of Shear-off Failure of Keyed Dry Joints in Precast Concrete Segmental Bridges [PDF]
, 2014 This article has been made available through the Brunel Open Access Publishing Fund.The structural behaviour of precast concrete segmental bridges is largely dependent on the behaviour of the joints between segments.
M. Asce +7 more
core +1 more source
Flexural–torsional behavior of thin-walled composite space frames [PDF]
, 2009 A general analytical model based on the first-order shear deformable beam theory applicable to thin-walled composite space frames with arbitrary lay-ups under external loads is presented.
Lee, Jaehong, Vo, Thuc
core +1 more source
Behavior and Modeling of Shear-Critical Rc Beams Under Impact Loading [PDF]
, 2010 The lack of a complete understanding of shear behavior under high dynamic conditions hindered the efforts for accurate prediction of impact behavior, since severe shear mechanisms may dominate the behavior of RC structures when subjected to impact loads.
Saatçi, Selçuk, Vecchio, Frank J.
core +3 more sources