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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
Anisotropic Compressive Behaviour of Concrete from Slabs Damaged by Alkali-Silica Reaction
Abstract
This paper investigates the anisotropy of the compressive strength and stiffness of concrete in ASRdamaged concrete slabs through an in-depth literature review and experiments. Using Digital Image Correlation (DIC), deformations and crack propagation are closely monitored and analysed. The results show that: (i) The vertical compressive strength and stiffness are lower than the horizontal; (ii) the reduction of the vertical strength and stiffness is mainly due to closure of the horizontal ASR-induced macro-cracks and; (iii) the reduction of the horizontal strength and stiffness is mainly due to the presence of ASR-induced micro-cracks in the cement paste. It is found that the load-carrying capacity and the serviceability for ASR-damaged slabs should be assessed based on the horizontal strength and stiffness.