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Hoang, Linh Cao
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Topics
Publications (31/31 displayed)
- 2024Determining Concrete Tensile Strength in ASR-Damaged Slabs and Shells Without Transverse Reinforcement
- 2024Full-scale tests of two-storey precast reinforced concrete shear walls:Investigation of strength and deformation capacitycitations
- 2024Full-scale tests of two-storey precast reinforced concrete shear wallscitations
- 2023Mechanical modeling of dowel action and the influence of small amounts of shear reinforcement on the shear-transfer actions in RC beamscitations
- 2023Mechanical modeling of dowel action and the influence of small amounts of shear reinforcement on the shear-transfer actions in RC beamscitations
- 2022Experimental investigation of the influence of stirrup spacing on the shear capacity of reinforced concrete beams
- 2022Experimental investigation of the influence of stirrup spacing on the shear capacity of reinforced concrete beams
- 2022Compression Strength of Reinforced Concrete Cubes Pre-Cracked by Uniaxial and Biaxial Tension
- 2021Experimental Investigation of the Shear Capacity of RC Beams with Very Small Amounts of Shear Reinforcement
- 2021Experimental Investigation of the Shear Capacity of RC Beams with Very Small Amounts of Shear Reinforcement
- 2021Anisotropic Compressive Behaviour of Concrete from Slabs Damaged by Alkali-Silica Reactioncitations
- 2021Keyed shear connections with looped U‐bars subjected to normal and shear forces Part I: Experimental investigationcitations
- 2021Keyed shear connections with looped U‐bars subjected to normal and shear forces Part Icitations
- 2020Solid finite element limit analysis for modelling of pile caps
- 2020Solid finite element limit analysis for modelling of pile caps
- 2020Anisotropic Compressive Behaviour of Concrete from Slabs Damaged by Alkali-Silica Reactioncitations
- 2017Strength of precast concrete shear joints reinforced with high-strength wire ropescitations
- 2017Load Carrying Capacity of Shear Wall T-Connections Reinforced with High Strength Wire Ropes
- 2016Load carrying capacity of shear wall t-connections reinforced with high strength wire ropes
- 2014Alkali-Silica Reaction in Reinforced Concrete Structures, Part II
- 2014Strength Prediction and Failure Modes of Concrete Specimens Subjected to the Split Testcitations
- 2013Tests and limit analysis of loop connections between precast concrete elements loaded in tensioncitations
- 2013Tests and limit analysis of loop connections between precast concrete elements loaded in tensioncitations
- 2011N-V Interaction in Reinforced Concrete Elements without Stirrupscitations
- 2011Shear Capacity of Steel and Polymer Fibre Reinforced Concrete Beamscitations
- 2010Application of plastic theory to shear strength prediction of external prestressed concrete beams
- 2010Shear Strength of Reinforced Concrete Piers and Piles with Hollow Circular Cross Sectioncitations
- 2010Shear strength of heavily reinforced concrete members with circular cross sectioncitations
- 2009Shear Test on RC Elements with Circular Cross Sectioncitations
- 2009Shear strength prediction of circular RC members by the crack sliding modelcitations
- 2008Upper bound calculations of shear resistance in arbitrary curved diagonal cracks
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article
Strength of precast concrete shear joints reinforced with high-strength wire ropes
Abstract
This paper concerns the in-plane shear strength of connections between precast concrete wall elements reinforced with looped high-strength wire ropes. The looped wire ropes are pre-installed in so-called ‘wire boxes’ which function as shear keys. Although only a small amount of research on the shear strength of such connections can be found in the literature, this type of connection is increasingly being used because wire ropes are much more construction-friendly than traditional U-bars. A rigid plastic upper bound model for the shear strength of wall connections reinforced with looped wire ropes that are pre-installed in wire boxes is presented along with test results on the shear strength of connections with double-wire boxes. It is shown that the plastic solution agrees well with both the obtained test results and results from previously conducted tests.