RESULTS FOR SHEAR IN CONCRETE

Definition: an internal force tangential to the plane on which it acts.- ACI Concrete Terminology


Shear typically denotes a force that acts perpendicular to the length of a beam or a column (often referred to as “beam shear” ) or vertically in a slab. While shear can occur perpendicular to the surface of a wall, walls are most often used to resist shear along their length and are referred to as “shear walls.” One mechanism that transfers shear from slabs to columns is termed “punching shear.” Such shear can be resisted by the slab-column interface, and additional resistance can be provided by drop panels, shear caps, or reinforcement.


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JOURNAL Articles ON SHEAR IN CONCRETE

Impressed Current Cathodic Protection with Near-Surface Mounted Ti Retrofit Bars

Publication: Materials Journal
Date: 1/22/2025

Deep-Learning-Informed Design Scheme for Prediction of Interfacial Concrete Shear Strength

Publication: Structural Journal
Date: 1/2/2025

Capacity Estimations for Three-Pile Caps with Size and Reinforcement Variations

Publication: Structural Journal
Date: 1/1/2025

Shear Strength Database for Nonprestressed High- Strength High-Performance Fiber-Reinforced Cementitious Composites and Ultra-High-Performance Concrete Beams without Stirrups

Publication: Structural Journal
Date: 1/1/2025

Evaluation of Shear-Friction Behavior of Cylindrical Pocket Connections

Publication: Structural Journal
Date: 1/1/2025

Dual-Potential Capacity Model for Fiber-Reinforced Polymer-Reinforced Concrete Members Failed in Shear

Publication: Structural Journal
Date: 1/1/2025

Reinforced Concrete Coupling Beams with Axial Restraint

Publication: Structural Journal
Date: 1/1/2025

Two-Way Shear in Nonprestressed Slabs: Flexural Reinforcement Ratio Effects

Publication: Structural Journal
Date: 1/1/2025

Shear Strength of Steel Fiber-Reinforced Concrete Beams and One-Way Slabs

Publication: Structural Journal
Date: 1/1/2025

Implications of ACI CODE-440.11 Code Provisions on Design of Glass Fiber-Reinforced Polymer-Reinforced Concrete Footings

Publication: Structural Journal
Date: 1/1/2025

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Practice oriented papers and articles ON SHEAR IN CONCRETE

Shear Strength and Model of Non-prestressed Rectangular UHPC Beams: Influence of Coarse Aggregate

Publication: Special Publication
Date: 7/1/2024

A Lower Bound to the Shear Strength of RC Beams and One-Way Members without Shear Reinforcement

Publication: Concrete International
Date: 6/3/2024

Guidance Emerges for FRP Retrofits of Concrete Diaphragms

Publication: Concrete International
Date: 5/1/2024

Proposed Design Method for EB-FRP Ties Debond Strain Encompassing Short/Long and Thin/Thick Ties

Publication: Special Publication
Date: 3/1/2024

Evaluation of the Bond Performance of Concrete-Epoxy Interface Using Segmentation-Based Image Processing Techniques

Publication: Special Publication
Date: 3/1/2024

Bond Performance of CFRP-Concrete Joints Subjected to Freeze-Thaw Cycles: Experimental Study and Analytical Analysis

Publication: Special Publication
Date: 3/1/2024

Fracture Energy of GFRP-Concrete Bonded Interface after Sustained Loading in Natural Environments

Publication: Special Publication
Date: 3/1/2024

A New Bond Model for RC Beams Strengthened with Embedded Through-Section Method

Publication: Special Publication
Date: 3/1/2024

Shear Behavior of 60-Year-Old Bridge Girder Strengthened Using CFRP Sheets

Publication: Special Publication
Date: 3/1/2024

Assessment of the Existing Shear Resistance Models for RC Beams Strengthened with Near Surface-Mounted FRP Reinforcement

Publication: Special Publication
Date: 3/1/2024

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