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Empirical Modeling of Reinforced Concrete Shear Strength Size Effect for Members without Stirrups
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What this work says
Outgoing claims: the papers this work cites, builds on, or argues with.
inferredcites →https://doi.org/10.1201/9780203756799openalex-snapshot
Fracture and Size Effect in Concrete and Other Quasibrittle Materials
inferredcites →https://doi.org/10.14359/10416openalex-snapshot
The Modified Compression-Field Theory for Reinforced Concrete Elements Subjected to Shear
inferredcites →https://doi.org/10.14359/12488openalex-snapshot
Shear Database for Reinforced Concrete Members without Shear Reinforcement
inferredcites →https://doi.org/10.14359/2978openalex-snapshot
Shear Strength of Large Reinforced Concrete Beams
inferredcites →https://doi.org/10.14359/3097openalex-snapshot
Size Effect on Diagonal Shear Failure of Beams Without Stirrups
inferredcites →https://doi.org/10.14359/4177openalex-snapshot
Size Effects in Short Beams Loaded in Shear
inferredcites →https://doi.org/10.14359/684openalex-snapshot
How Safe Are Our Large, Lightly Reinforced Concrete Beams, Slabs, and Footings?
inferredcites →https://doi.org/10.82308/3840openalex-snapshot
Size effect on shear strength of reinforced concrete beams
What points at this work
Incoming claims: where this work appears in other papers’ reference lists and arguments.
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A Heterogeneous Transfer Learning-Based Genetic Expression Programming Approach to Estimate Reinforced Concrete Beam Shear Strength
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A Simplified MCFT for Shear Capacity Scaling of R/C Beams
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Case Study: Seabrook Station Unit 1 ASR Problem
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Experimental Tests on Fibers Influence on the Size Effect on Shear
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The Effective Width in Shear Design of Wide-shallow Beams: A Comparative Study
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Behavior of full-scale self-consolidating concrete beams in shear
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How do steel fibers improve the shear capacity of reinforced concrete beams without stirrups?
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Strength, cracking and deflection performance of large-scale self-consolidating concrete beams subjected to shear failure
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Seismic behavior of RC cantilever beams under low cyclic loading and size effect on shear strength: An experimental characterization
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Flexural behavior and size effect of normal-strength RC columns under monotonic horizontal loading
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Size effect tests on shear failure of interior RC beam-to-column joints under monotonic and cyclic loadings
inferred← citeshttps://doi.org/10.1016/j.engstruct.2018.12.062openalex-snapshot
Shear size effect in simply supported RC deep beams
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Reliability analysis of shear strength of reinforced concrete deep beams using NLFEA
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Shear strength and cracking mechanism of precast bridge columns with grouted sleeve connections
inferred← citeshttps://doi.org/10.1016/j.engstruct.2022.114848openalex-snapshot
Experimental evidences of flexural to shear to crushing failure mode transition in reinforced concrete beams without stirrups
inferred← citeshttps://doi.org/10.1016/j.engstruct.2022.115010openalex-snapshot
Experimental study and theoretic analysis of shear failure mechanism for short precast bridge columns with grouted splice sleeve (GSS) connectors under direct shear load
inferred← citeshttps://doi.org/10.1016/j.engstruct.2022.115096openalex-snapshot
Arch action in reinforced concrete subjected to shear
inferred← citeshttps://doi.org/10.1016/j.istruc.2023.01.016openalex-snapshot
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.matpr.2020.12.591openalex-snapshot
Shear behavior of exploiting recycled brick waste and steel slag as an alternative aggregate for concrete production
inferred← citeshttps://doi.org/10.1016/j.soildyn.2022.107659openalex-snapshot
Seismic performance of short precast bridge columns with grouted splice sleeve (GSS) connectors for shear study: Quasi-static cyclic test and analytical estimation
inferred← citeshttps://doi.org/10.1061/(asce)cc.1943-5614.0000108openalex-snapshot
Shear Strength of Large Concrete Members with FRP Reinforcement
inferred← citeshttps://doi.org/10.1061/(asce)cc.1943-5614.0000346openalex-snapshot
Size Effect on Shear Strength of FRP Reinforced Concrete Beams without Stirrups
inferred← citeshttps://doi.org/10.1061/(asce)cc.1943-5614.0000914openalex-snapshot
Effect of Beam Depth on Shear Behavior of FRP RC Beams
inferred← citeshttps://doi.org/10.1061/(asce)st.1943-541x.0000408openalex-snapshot
Transverse Stirrup Configurations in RC Wide Shallow Beams Supported on Narrow Columns
inferred← citeshttps://doi.org/10.1061/jsendh.steng-12375openalex-snapshot
Shear Mechanism and Size Effect of RC Deep Beams without Stirrups Based on Crack Kinematics in Tests
inferred← citeshttps://doi.org/10.1111/mice.12965openalex-snapshot
A knowledge transfer enhanced ensemble approach to predict the shear capacity of reinforced concrete deep beams without stirrups
inferred← citeshttps://doi.org/10.1139/l05-100openalex-snapshot
Reinforced concrete beams without stirrups considering shear friction and fracture mechanics
inferred← citeshttps://doi.org/10.1139/l06-005openalex-snapshot
Development of the 2004 Canadian Standards Association (CSA) A23.3 shear provisions for reinforced concrete
inferred← citeshttps://doi.org/10.1139/l2012-062openalex-snapshot
Shear strength of concrete beams cast with self-compacting concrete containing different fillers and coarse aggregates
inferred← citeshttps://doi.org/10.1201/9781003759768-34openalex-snapshot
Influence of steel fibers on full-scale RC beams under shear loading
inferred← citeshttps://doi.org/10.12989/cac.2013.11.1.021openalex-snapshot
Shear behavior of reinforced HPC beams made of a low cement content without shear reinforcements
inferred← citeshttps://doi.org/10.12989/sem.2011.39.3.361openalex-snapshot
Efficacy of CFRP configurations for shear of RC beams: experimental and NLFE
inferred← citeshttps://doi.org/10.14359/51688065openalex-snapshot
Size Effect on Shear Strength of Glass Fiber-Reinforced Polymer-Reinforced Concrete Continuous Beams
inferred← citeshttps://doi.org/10.14359/51701298openalex-snapshot
Shear Strength of Deep Hollow-Core Slabs
inferred← citeshttps://doi.org/10.14359/51721366openalex-snapshot
Simplified Compression Field Theory-Based Model for Shear Strength of Fabric-Reinforced Cementitious Matrix-Strengthened Reinforced Concrete Beams
inferred← citeshttps://doi.org/10.1515/ace-2015-0004openalex-snapshot
Load-Deflection Characteristics Of Steel, Polypropylene And Hybrid Fiber Reinforced Concrete Beams
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SIZE EFFECT ON SHEAR BEHAVIOR OF HIGH STRENGTH RC SLENDER BEAMS
inferred← citeshttps://doi.org/10.1617/s11527-013-0072-yopenalex-snapshot
Are steel fibres able to mitigate or eliminate size effect in shear?
inferred← citeshttps://doi.org/10.1617/s11527-015-0619-1openalex-snapshot
Size effect on shear resistance of high strength concrete deep beams
inferred← citeshttps://doi.org/10.1680/macr.10.00054openalex-snapshot
Shear strength prediction for reinforced concrete beams without stirrups
inferred← citeshttps://doi.org/10.20868/upm.thesis.30567openalex-snapshot
Comportamiento a fatiga por cortante de elementos lineales de hormigón armado sin cercos
inferred← citeshttps://doi.org/10.21608/eijest.2020.44132.1013openalex-snapshot
Enhancing the Structural Behavior of Wide Beams Through Reinforcement Schemes
inferred← citeshttps://doi.org/10.21608/erjeng.2018.125122openalex-snapshot
STRUCTURAL PERFORMANCE FOR WIDE-SHALLOW BEAM IN SHEAR (COMPARATIVE STUDY)
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/ma13194350openalex-snapshot
Experimental and Analytical Investigations of the Use of Groove-Epoxy Anchorage System for Shear Strengthening of RC Beams Using CFRP Laminates
inferred← citeshttps://doi.org/10.4334/jkci.2012.24.2.157openalex-snapshot
Shear Behavior of Reinforced Concrete Beams according to Replacement Ratio of Recycled Coarse Aggregate
inferred← citeshttps://doi.org/10.4995/thesis/10251/18326openalex-snapshot
ON SHEAR BEHAVIOR OF STRUCTURAL ELEMENTS MADE OF STEEL FIBER REINFORCED CONCRETE
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Influence of pouring techniques and mixtures fresh properties on the structural performance of self-consolidating concrete beams
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