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Investigation of the shear behavior of RC beams on the basis of measured crack kinematics
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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/bate.199906370openalex-snapshot
Zum Biegeschubversagen schlanker Stahlbetonbauteile
inferredcites →https://doi.org/10.1002/best.200001150openalex-snapshot
Der Einfluß der Rißreibung auf die Querkrafttragfähigkeit. Erkenntnisse aus experimentellen Untersuchungen an Bauteilen aus Leichtbeton und hochfestem Beton
inferredcites →https://doi.org/10.1002/best.200600498openalex-snapshot
Querkraftmodell für Bauteile aus Normalbeton und Hochleistungsbeton
inferredcites →https://doi.org/10.1002/best.201400058openalex-snapshot
Schubverhalten von Biegebauteilen ohne Querkraftbewehrung
inferredcites →https://doi.org/10.1016/0008-8846(76)90007-7openalex-snapshot
Analysis of crack formation and crack growth in concrete by means of fracture mechanics and finite elements
inferredcites →https://doi.org/10.1016/j.engstruct.2012.07.015openalex-snapshot
Analytical model for shear strength of ordinary and prestressed concrete beams
inferredcites →https://doi.org/10.1016/j.engstruct.2013.05.024openalex-snapshot
Post-tensioned girders with low amounts of shear reinforcement: Shear strength and influence of flanges
inferredcites →https://doi.org/10.1016/j.engstruct.2015.05.007openalex-snapshot
Shear strength of concrete members without transverse reinforcement: A mechanical approach to consistently account for size and strain effects
inferredcites →https://doi.org/10.1016/j.engstruct.2015.09.015openalex-snapshot
Shear failures in reinforced concrete members without transverse reinforcement: An analysis of the critical shear crack development on the basis of test results
inferredcites →https://doi.org/10.1016/s0008-8846(01)00723-2openalex-snapshot
Statistical prediction of fracture parameters of concrete and implications for choice of testing standard
inferredcites →https://doi.org/10.1061/(asce)0733-9445(1998)124:12(1375)openalex-snapshot
Recent Approaches to Shear Design of Structural Concrete
inferredcites →https://doi.org/10.1061/(asce)0733-9445(2005)131:12(1877)openalex-snapshot
Designing Against Size Effect on Shear Strength of Reinforced Concrete Beams Without Stirrups: I. Formulation
inferredcites →https://doi.org/10.1061/(asce)st.1943-541x.0000295openalex-snapshot
Can Stirrups Suppress Size Effect on Shear Strength of RC Beams?
inferredcites →https://doi.org/10.1061/jsdeag.0002092openalex-snapshot
Mechanisms of Shear Resistance of Concrete Beams
inferredcites →https://doi.org/10.1061/jsdeag.0005820openalex-snapshot
Fundamental Analysis of Aggregate Interlock
inferredcites →https://doi.org/10.1080/15732479.2014.964735openalex-snapshot
Shear-flexural strength mechanical model for the design and assessment of reinforced concrete beams
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Effect of Concrete Strength and Minimum Stirrups on Shear Strength of Large Members
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The Modified Compression-Field Theory for Reinforced Concrete Elements Subjected to Shear
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Shear Tests of High- and Low-Strength Concrete Beams Without Stirrups
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Size Effect in Shear Failure of Longitudinally Reinforced Beams
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Shear Strength Prediction for Separate Catagories of Simple Beam Tests
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Shear Strength and Minimum Shear Reinforcement of Reinforced Concrete Slender Beams
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Concrete Shear Strength: Another Perspective
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Shear Failure of Reinforced Concrete Beams
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Simplified Modified Compression Field Theory for Calculating Shear Strength of Reinforced Concrete Elements
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The Fundamental Behavior of Reinforced Concrete Beams in Bending and Shear
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Shear Strength of Members without Transverse Reinforcement as Function of Critical Shear Crack Width
inferredcites →https://doi.org/10.14359/2749openalex-snapshot
Behavior of Dowels Under Cyclic Deformations
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Ultimate shear force of structural concrete members Without Transverse Reinforcement Derived From a Mechanical Model (SP-885)
inferredcites →https://doi.org/10.14359/3962openalex-snapshot
Cover and Stirrup Effects on the Shear Response of Dowel Bar Embedded in Concrete
inferredcites →https://doi.org/10.14359/51682989openalex-snapshot
Generalized Stress Field Approach for Analysis of Beams in Shear
inferredcites →https://doi.org/10.14359/51685839openalex-snapshot
ACI-DAfStb Database of Shear Tests on Slender Reinforced Concrete Beams without Stirrups
inferredcites →https://doi.org/10.14359/51686819openalex-snapshot
ACI-DAfStb Databases for Shear Tests on Slender Reinforced Concrete Beams with Stirrups
inferredcites →https://doi.org/10.14359/7626openalex-snapshot
Contribution of Longitudinal Steel to Shear Resistance of Reinforced Concrete Beams
inferredcites →https://doi.org/10.15554/pcij.07011975.76.93openalex-snapshot
Shear transfer in reinforced concrete with moment or tension acting across the shear plane
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/10.1680/macr.1956.8.23.69openalex-snapshot
The ultimate strength of reinforced concrete beams in shear
inferredcites →https://doi.org/10.1680/macr.9.00191openalex-snapshot
Influence of aggregate fracture on shear transfer through cracks in reinforced concrete
inferredcites →https://doi.org/10.4233/uuid:ac776cf0-4412-4079-968f-9eacb67e8846openalex-snapshot
Shear Behaviour of Reinforced Concrete Members without Shear Reinforcement: a New Look at an Old Problem
What points at this work
Incoming claims: where this work appears in other papers’ reference lists and arguments.
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inferred← citeshttps://doi.org/10.1080/19648189.2018.1471007openalex-snapshot
Size effect on the contribution of the aggregate interlock mechanism in reinforced concrete beams without shear reinforcement
inferred← citeshttps://doi.org/10.1177/1369433220944510openalex-snapshot
Quantification of shear strength in reinforced concrete beams using digital image correlation: Experimental and analytical study
inferred← citeshttps://doi.org/10.1186/s40069-020-00444-7openalex-snapshot
Influence of Shear Span-to-Effective Depth Ratio on Behavior of High-Strength Reinforced Concrete Beams
inferred← citeshttps://doi.org/10.14359/51716759openalex-snapshot
Shear Strength Reduction of Large-Scale Reinforced Concrete Beams with High-Strength Stirrups
inferred← citeshttps://doi.org/10.14359/51718012openalex-snapshot
Shear Strength of Members without Transverse Reinforcement Based on Development of Critical Shear Crack
inferred← citeshttps://doi.org/10.14359/51720200openalex-snapshot
Shear Behavior of Fly-Ash-Incorporated Recycled Aggregate Concrete Beams
inferred← citeshttps://doi.org/10.14359/51721313openalex-snapshot
Influence of Load Duration on Shear Strength of Reinforced Concrete Members
inferred← citeshttps://doi.org/10.14359/51733143openalex-snapshot
Framework for Crack-Based Assessment of Existing Lightly Reinforced Concrete Deep Members
inferred← citeshttps://doi.org/10.14359/51734520openalex-snapshot
On Punching Shear Strength of Steel Fiber-Reinforced Concrete Slabs-on-Ground
inferred← citeshttps://doi.org/10.14359/51749102openalex-snapshot
Shear Resistance of Glass Fiber-Reinforced Polymer-Reinforced Concrete Beams with Short Shear Spans: Literature Review and Research Needs
inferred← citeshttps://doi.org/10.1590/s1983-41952021000100012openalex-snapshot
Shear failure in reinforced concrete members without transverse reinforcement: analysis of model error of NBR6118:2014
inferred← citeshttps://doi.org/10.1590/s1983-41952023000300002openalex-snapshot
Shear and punching shear according to the Critical Shear Crack Theory: background, recent developments and integration in codes
inferred← citeshttps://doi.org/10.17771/pucrio.acad.45733openalex-snapshot
EVALUATION OF SHEAR TRANSFER MECHANISMS AND STRENGTH OF GFRP REINFORCED CONCRETE BEAMS
inferred← citeshttps://doi.org/10.17771/pucrio.acad.51237openalex-snapshot
CONTRIBUIÇÃO DOS MECANISMOS RESISTENTES À FORÇA CORTANTE EM VIGAS DE CONCRETO ARMADO SEM E COM FIBRAS DE AÇO
inferred← citeshttps://doi.org/10.20944/preprints202312.0611.v1openalex-snapshot
Experimental Study on the Influence of Support and Load Conditions on the Shear Strength of Cfrp Reinforced Concrete Members without Shear Reinforcement
inferred← citeshttps://doi.org/10.2208/jscejmcs.78.1_46openalex-snapshot
SHEAR STRENGTH PREDICTION FOR RC BEAMS WITHOUT SHEAR REINFORCEMENT BY NEURAL NETWORK INCORPORATED WITH MECHANICAL INTERPRETATIONS
inferred← citeshttps://doi.org/10.22227/1997-0935.2026.3.333-349openalex-snapshot
Application of regression analysis to improve the shear design method for reinforced concrete structures
inferred← citeshttps://doi.org/10.2749/nantes.2018.s3-11openalex-snapshot
Shear Tests on RC Beams without Stirrups under Uniformly Distributed Load
inferred← citeshttps://doi.org/10.2749/vancouver.2017.0096openalex-snapshot
Load carrying behaviour of beams with bent-up bars as shear reinforcement
inferred← citeshttps://doi.org/10.2749/vancouver.2017.2120openalex-snapshot
Assessment of the shear strength of existing post-tensioned bridges
inferred← citeshttps://doi.org/10.31224/osf.io/jhnd6openalex-snapshot
Predicting shear failure in reinforced concrete members using a three-dimensional peridynamic framework
inferred← citeshttps://doi.org/10.33586/hya.2022.3087openalex-snapshot
The Influence of Flexural Reinforcement Yielding on the Shear Strength of Reinforced Concrete Beams with and without Shear Reinforcement
inferred← citeshttps://doi.org/10.33586/hya.2023.3112openalex-snapshot
Shear Resistance of Members Without Shear Reinforcement in Presence of Axial Forces in the Next Eurocode 2
inferred← citeshttps://doi.org/10.33586/hya.2024.3139openalex-snapshot
De la evidencia experimental al modelo mecánico y ecuaciones de diseño: La CSCT para el diseño a cortante
inferred← citeshttps://doi.org/10.3389/fmats.2023.1126806openalex-snapshot
Crack sliding model for non-shear FRP-reinforced slender concrete elements under shear
inferred← citeshttps://doi.org/10.3390/app11073078openalex-snapshot
Shear Response of Members without Shear Reinforcement—Experiments and Analysis Using Shear Crack Propagation Theory (SCPT)
inferred← citeshttps://doi.org/10.3390/buildings13010037openalex-snapshot
Shear Strength Models for Reinforced Concrete Slender Beams: Comparative Analysis and Parametric Evaluation
inferred← citeshttps://doi.org/10.3390/buildings13112765openalex-snapshot
Investigations into the Shear Load-Capacity of Strengthened Reinforced Concrete Structures with Carbon-Reinforced Concrete
inferred← citeshttps://doi.org/10.3390/buildings14123946openalex-snapshot
Suitability of Mechanics-Based and Optimized Machine Learning-Based Models in the Shear Strength Prediction of Slender Beams Without Stirrups
inferred← citeshttps://doi.org/10.3390/buildings15162814openalex-snapshot
Shear Strength of RC T-Beams Without Shear Reinforcement Based on Crack Sliding Model
inferred← citeshttps://doi.org/10.3390/s20195622openalex-snapshot
Monitoring Shear Behavior of Prestressed Concrete Bridge Girders Using Acoustic Emission and Digital Image Correlation
inferred← citeshttps://doi.org/10.3929/ethz-b-000186477openalex-snapshot
Application of distributed optical measurements to structural concrete experiments
inferred← citeshttps://doi.org/10.48175/ijarsct-5075openalex-snapshot
Shear Behaviour of RCC Beam Retrofitted With Externally Bonded Basalt Textile Fabric
inferred← citeshttps://doi.org/10.48175/ijarsct-5096openalex-snapshot
Critical Investigations on Shear and Flexural Behaviour of RCC Beam Retrofitted with Various Fibre Reinforced Polymer (FRP) Composites
inferred← citeshttps://doi.org/10.48550/arxiv.1905.07016openalex-snapshot
Reply to arXiv:1810.11506: Size Effect According to the Critical Shear Crack Theory (CSCT) for Reinforced Concrete Beams and Slabs
inferred← citeshttps://doi.org/10.70675/4a9c7e40z0241z4736z886azb242694897c3openalex-snapshot
Etude Expérimentale et Numérique de l’effet d’échelle dans les structures en béton armé soumises au cisaillement
Editorial review for independent work. ICSAC — the Institute for Complexity
Science and Advanced Computing — runs a structured editorial panel for researchers
publishing outside journals, and publishes on CiteStamp rails. Submission is free
and goes through ORCID: icsacinstitute.org/submit.