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Shear Resistance Mechanism Evaluation of RC Beams Based on Arch and Beam Actions

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What this work says

Outgoing claims: the papers this work cites, builds on, or argues with.

inferredcites →https://doi.org/10.1002/9780470172834openalex-snapshot
Reinforced Concrete Structures
inferredcites →https://doi.org/10.1002/9783433604090openalex-snapshot
fib Model Code for Concrete Structures 2010
inferredcites →https://doi.org/10.1002/suco.201600052openalex-snapshot
Mechanism of shear strength degradation of a reinforced concrete column subjected to cyclic loading
inferredcites →https://doi.org/10.1016/j.cemconcomp.2011.06.004openalex-snapshot
Evaluation of three-dimensional effects in short deep beams using a rigid-body-spring-model
inferredcites →https://doi.org/10.1080/19648189.2014.881755openalex-snapshot
Crack propagation analysis of reinforced concrete wall under cyclic loading using RBSM
inferredcites →https://doi.org/10.1193/1.2803911openalex-snapshot
10 Reinforced Concrete Structures
inferredcites →https://doi.org/10.1201/9781420088922-5openalex-snapshot
Reinforced Concrete Structures
inferredcites →https://doi.org/10.14359/12299openalex-snapshot
Rigid-Body-Spring Network Modeling of Prestressed Concrete Members
inferredcites →https://doi.org/10.14359/3145openalex-snapshot
Evaluation of a Modified Truss-Model Approach for Beams in Shear
inferredcites →https://doi.org/10.14359/51682979openalex-snapshot
Decoupling of Arch Action in Shear-Critical Reinforced Concrete Beams
inferredcites →https://doi.org/10.14359/7526openalex-snapshot
Beam Shear Strength Prediction by Analysis of Existing Data
inferredcites →https://doi.org/10.1680/macr.12.00142openalex-snapshot
Analysis of shear-transfer actions on one-way RC members based on measured cracking pattern and failure kinematics
inferredcites →https://doi.org/10.2208/jscej.1986.372_167openalex-snapshot
REVALUATION OF THE EQUATION FOR SHEAR STRENGTH OF REINFORCED CONCRETE BEAMS WITHOUT WEB REINFORCEMENT
inferredcites →https://doi.org/10.2208/jscej.2004.760_29openalex-snapshot
SHEAR STRENGTH OF DEEP BEAMS WITH STIRRUPS
inferredcites →https://doi.org/10.2208/jscej1969.1980.300_131openalex-snapshot
PROPOSED DESIGN EQUATION FOR SHEAR STRENGTH OF REINFORCED CONCRETE BEAMS WITHOUT WEB REINFORCEMENT
inferredcites →https://doi.org/10.2208/jsceje.64.612openalex-snapshot
ANALYSIS OF COMPRESSION FAILURE OF CONCRETE BY THREE DIMENSIONAL RIGID BODY SPRING MODEL
inferredcites →https://doi.org/10.2208/jsceje.66.433openalex-snapshot
ANALYSIS OF UNIAXIAL COMPRESSION FAILURE OF CONFINED CONCRETE BY THREE DIMENSIONAL RIGID BODY SPRING MODEL
inferredcites →https://doi.org/10.2208/jscejmcs.73.70openalex-snapshot
AN INVESTIGATION ON SHEAR RESISTANT MECHANISM OF RC BEAM BASED ON BEAM ACTION AND ARCH ACTION
inferredcites →https://doi.org/10.3151/jact.10.14openalex-snapshot
Effect of Stirrups on the Shear Failure Mechanism of Deep Beams

What points at this work

Incoming claims: where this work appears in other papers’ reference lists and arguments.

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Suitability of Mechanics-Based and Optimized Artificial Intelligence-Based Models in the Shear Strength Prediction of Slender Beams Without Stirrups
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Numerical evaluation of the internal fracture mechanism of the single PBL shear connector considering the effects of position and strength of the transverse rebar
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Numerical evaluation of the internal fracture mechanism of horizontal loop connections in precast elements under the influence of transverse reinforcement
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Experimental study on mechanical properties of steel and steel fiber reinforced concrete beams
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Effect of the arching action on the behavior of the RC precast concrete deep beams: comparison between several hybrid models
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Influence of hybrid stirrups on the shear behavior of green RC beams: experimental and numerical study
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Proposal of bond behavior simulation model by using discretized voronoi mesh for concrete and beam element for reinforcement
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Bond behavior evaluation of deformed rebar dependent on lateral pressure confinement including various structural parameters
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Influence of the distribution of expansive sites in aggregates on microscopic damage caused by alkali-silica reaction: Insights into the mechanical origin of expansion
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Impact of origination of expansion on three-dimensional expansion crack propagation process due to DEF evaluated by mesoscale discrete model
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Unveiling the failure mechanism of concrete cover separation in FRP flexural-strengthened RC beams
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Experimental investigation on influence of vertical stirrup legs to shear failure behavior in RC beams
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Mechanism of shear strengthening for RC beam by drilling web openings based on experiment and 3D RBSM analysis
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Expansive spalling mechanism of concrete due to high temperature based on developed hygro-thermal-mechanical model by 3D-RBSM-TNM
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Mesoscopic evaluation of the bond behavior of concrete with deformed rebar subjected to passive confinement employing 3D discrete model
inferred← citeshttps://doi.org/10.1016/j.engstruct.2023.117133openalex-snapshot
Experimental study of the influence of inclined pre-cracks on shear behavior of RC beams without transverse reinforcement
inferred← citeshttps://doi.org/10.1016/j.engstruct.2025.121268openalex-snapshot
A numerical evaluation on the effect of vertical stirrup legs to shear failure behavior in RC beams based on 3D RBSM
inferred← citeshttps://doi.org/10.1016/j.engstruct.2026.122468openalex-snapshot
Arch action and beam action in reinforced engineered cementitious composite (ECC) beams subjected to shear
inferred← citeshttps://doi.org/10.1016/j.istruc.2020.04.020openalex-snapshot
Decoupling of arch action and truss action in deep beams by strain energy
inferred← citeshttps://doi.org/10.1016/j.istruc.2022.04.084openalex-snapshot
A numerical study on the influence of rebar cut-off on the shear performance of RC beam by using rigid-body-spring-method
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Mechanism of improvement in the shear performance of RC beams due to multiple small transverse openings
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Shear strength degradation mechanism dependent on size increase in RC slender beams by using 3D Rigid-Body-Spring-Method
inferred← citeshttps://doi.org/10.1016/j.istruc.2023.02.052openalex-snapshot
Numerical investigation on the shear behavior of slender reinforced concrete beams without shear reinforcement differed by various boundary and loading conditions
inferred← citeshttps://doi.org/10.1016/j.istruc.2023.105453openalex-snapshot
Experimental study on the effect of different shear reinforcement shapes and arrangement on 3D crack propagation and shear failure mechanism in RC beams
inferred← citeshttps://doi.org/10.1016/j.nucengdes.2019.06.003openalex-snapshot
Numerical study on the shear failure behavior of RC beams subjected to drying
inferred← citeshttps://doi.org/10.1016/j.rineng.2026.111378openalex-snapshot
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Numerical evaluation of concrete size effect on internal fracture mechanisms in single PBL shear connector employing coupled RBSM and solid FEM model
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Shear Strengthening of High-Strength Reinforced Concrete Deep Beams with Openings Using High-Performance Concrete Mortars
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Shear Resistance of Glass Fiber-Reinforced Polymer-Reinforced Concrete Beams with Short Shear Spans: Literature Review and Research Needs
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Applicability of the 500°C isotherm method in determining the strength of reinforced concrete beams after fire
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Impact of cyclic loading and corrosion on the bond performance of steel–polypropylene hybrid fiber reinforced concrete
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Impact of drying on concrete and concrete structures
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THREE DIMENSIONAL SHEAR RESISTANCE MECHANISMS OF RC PLATE-SHAPED MEMBERS WITH EXISTING IN-PLANE CRACKS BASED ON DEFINITIONS OF DOME ACTION AND PLATE ACTION
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SHEAR LOAD CARRYING MECHANISMS OF RC BEAMS WITHOUT STIRRUPS STRENGTHENED BY MULTIPLE HOLES
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CONSTRUCTION OF EVALUATING EQUATION FOR CAPACITIES OF BEAM ACTION IN SHEAR RESISTANCE MECHANISMS OF RC BEAMS BASED ON STRESS TRANSFER ALONG INCLINED CRACK PATHS
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ANALYTICAL STUDY ON THE POST-CONSTRUCTION SHEAR STRENGTHENING EFFECT OF RC MEMBERS USING 3-DIMENSIONAL RBSM
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A THEORETICAL PREDICTION METHOD OF INCLINED CRACK WIDTH IN EVALUATION MODEL FOR CAPACITIES OF SHEAR RESISTANCE MECHANISMS OF RC BEAMS
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An Analytical Study on Interactions of Artificial Cracks and Holes Contributing to Increases in the Shear Strengths of RC Beams
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Effect of Various Structural Factors on Shear Strength Degradation after Yielding of RC Members under Cyclic Loads
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Shear Capacity of RC Beams Based on Beam and Arch Actions
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Theoretical Evaluation Equation for Capacities of Beam Action in Shear Resistance Mechanisms of RC Beams Reflecting Dowel Action of Main Reinforcements
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Numerical Evaluation of Shear Strength Degradation Mechanism Dependent on the Size Increase of RC Deep Beams with Height up to 1.5 Meter by Using 3D Rigid-Body-Spring-Method
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Analytical Study on the Effect of Different Shear Reinforcement Shapes on Shear Failure Behavior and Shear Resistance Mechanism of RC Beams
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Experimental Study on the Effect of Different Shear Reinforcement Shapes on Shear Failure Behavior and Internal Crack Pattern of RC Beams
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Influence of Transverse Section Pre-crack on the Shear Failure Behavior of RC Deep Beams Based on Experiment and 3D RBSM Analysis
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Evaluation of Shear Resistance Mechanisms in Fiber-Reinforced RC Beams Using DIC
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Suitability of Mechanics-Based and Optimized Machine Learning-Based Models in the Shear Strength Prediction of Slender Beams Without Stirrups
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Validity of Design Standards in Shear Strength of CFRP Concrete Member Without Shear Reinforcement
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