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Simplified Modified Compression Field Theory for Calculating Shear Strength of Reinforced Concrete Elements

https://doi.org/10.14359/16438
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A case study on early-age cracking of high-strength concrete construction by coupled thermal-mechanical analysis and field monitoring
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Shear capacity prediction of carbon-fibre-reinforced polymer mesh fabric (CFRP-MF) stirrups reinforced concrete beams
inferred← citeshttps://doi.org/10.1016/j.cscm.2025.e05443openalex-snapshot
Probabilistic evaluation of torsional resistance of high-performance and ultra-high-performance concrete beams: Bayesian approach
inferred← citeshttps://doi.org/10.1016/j.engfailanal.2017.09.006openalex-snapshot
Failure analysis of RC beams subjected to shear through different numerical approaches
inferred← citeshttps://doi.org/10.1016/j.engfailanal.2025.109757openalex-snapshot
RETRACTED: Seismic failure analysis of TRM-Strengthened Shear-Critical RC beams under hysteretic loading
inferred← citeshttps://doi.org/10.1016/j.engfailanal.2025.109803openalex-snapshot
Failure mechanism and shear performance prediction of RC beams strengthened with SSS-ECC considering strain lag effect
inferred← citeshttps://doi.org/10.1016/j.engfracmech.2019.04.036openalex-snapshot
Critical comparison of the boundary effect model with cohesive crack model and size effect law
inferred← citeshttps://doi.org/10.1016/j.engfracmech.2022.108595openalex-snapshot
Analytical and Numerical Investigation of Embedded Through-section GFRP-Strengthened RC Beams with a Developed Bonding-based Model
inferred← citeshttps://doi.org/10.1016/j.engfracmech.2024.110537openalex-snapshot
A deformability-based mechanical model for predicting shear strength of FRP-strengthened RC beams failed in concrete cover separation
inferred← citeshttps://doi.org/10.1016/j.engstruct.2008.03.002openalex-snapshot
Simplified design and capacity calculations of shear strength in reinforced concrete membrane elements
inferred← citeshttps://doi.org/10.1016/j.engstruct.2008.09.002openalex-snapshot
Shear truss analogy for concrete members of solid and hollow circular cross section
inferred← citeshttps://doi.org/10.1016/j.engstruct.2009.11.008openalex-snapshot
Shear strength of heavily reinforced concrete members with circular cross section
inferred← citeshttps://doi.org/10.1016/j.engstruct.2010.02.002openalex-snapshot
Force transfer mechanism and shear strength of reinforced concrete beams
inferred← citeshttps://doi.org/10.1016/j.engstruct.2010.09.026openalex-snapshot
Aggregate interlock in lightweight concrete continuous deep beams
inferred← citeshttps://doi.org/10.1016/j.engstruct.2011.06.023openalex-snapshot
Shear failure analysis on ultra-high performance concrete beams reinforced with high strength steel
inferred← citeshttps://doi.org/10.1016/j.engstruct.2012.11.009openalex-snapshot
A simplified method to predict the ultimate shear stress of reinforced concrete membrane elements
inferred← citeshttps://doi.org/10.1016/j.engstruct.2013.04.024openalex-snapshot
Analysis of flexure-shear behavior of UHPFRC beams based on stress field approach
inferred← citeshttps://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
inferred← citeshttps://doi.org/10.1016/j.engstruct.2013.05.049openalex-snapshot
Prediction of the post-peak behavior of reinforced concrete columns with and without FRP-jacketing
inferred← citeshttps://doi.org/10.1016/j.engstruct.2013.06.035openalex-snapshot
Extended sandwich model for reinforced concrete slabs: Shear strength without transverse reinforcement
inferred← citeshttps://doi.org/10.1016/j.engstruct.2013.09.005openalex-snapshot
Torsional strength of normal and high strength reinforced concrete beams
inferred← citeshttps://doi.org/10.1016/j.engstruct.2013.12.009openalex-snapshot
Lateral load resistance of bridge piers under flexure and shear using factorial analysis
inferred← citeshttps://doi.org/10.1016/j.engstruct.2014.05.025openalex-snapshot
Extended sandwich model for reinforced concrete slabs: Shear strength with transverse reinforcement
inferred← citeshttps://doi.org/10.1016/j.engstruct.2014.06.036openalex-snapshot
Shear strength of RC slabs under concentrated loads near clamped linear supports
inferred← citeshttps://doi.org/10.1016/j.engstruct.2014.07.044openalex-snapshot
The effect of corrosion on shear behavior of reinforced self-consolidating concrete beams
inferred← citeshttps://doi.org/10.1016/j.engstruct.2015.03.033openalex-snapshot
Simplified model for shear strength of orthogonally RC membrane elements subjected to in-plane normal and shear stresses
inferred← citeshttps://doi.org/10.1016/j.engstruct.2015.04.015openalex-snapshot
A new approach to shear design of slender reinforced concrete members without transverse reinforcement
inferred← citeshttps://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
inferred← citeshttps://doi.org/10.1016/j.engstruct.2015.08.013openalex-snapshot
Numerical web-shear strength assessment of precast prestressed hollow core slab units
inferred← citeshttps://doi.org/10.1016/j.engstruct.2015.12.026openalex-snapshot
Shear strength of steel fibre reinforced concrete beams with stirrups
inferred← citeshttps://doi.org/10.1016/j.engstruct.2016.01.025openalex-snapshot
Investigation of the shear behavior of RC beams on the basis of measured crack kinematics
inferred← citeshttps://doi.org/10.1016/j.engstruct.2016.07.023openalex-snapshot
Shear strengthening of reinforced concrete beams with Hybrid Composite Plates (HCP) technique: Experimental research and analytical model
inferred← citeshttps://doi.org/10.1016/j.engstruct.2016.08.011openalex-snapshot
Seismic behavior of deficient reinforced concrete bridge piers confined with FRP – A fractional factorial analysis
inferred← citeshttps://doi.org/10.1016/j.engstruct.2016.08.012openalex-snapshot
Shear strength prediction for steel fiber reinforced concrete beams without stirrups
inferred← citeshttps://doi.org/10.1016/j.engstruct.2016.08.044openalex-snapshot
Residual load capacity of corroded reinforced concrete beam undergoing bond failure
inferred← citeshttps://doi.org/10.1016/j.engstruct.2017.04.057openalex-snapshot
A simplified approach to assess the size effect on the shear-flexure interaction in RC elements
inferred← citeshttps://doi.org/10.1016/j.engstruct.2017.05.012openalex-snapshot
Extended Strip Model for slabs subjected to load combinations
inferred← citeshttps://doi.org/10.1016/j.engstruct.2017.05.028openalex-snapshot
Shear strength of longitudinally reinforced recycled aggregate concrete beams
inferred← citeshttps://doi.org/10.1016/j.engstruct.2017.06.045openalex-snapshot
Comparison of available shear strength models for non-conforming reinforced concrete columns
inferred← citeshttps://doi.org/10.1016/j.engstruct.2017.07.031openalex-snapshot
High-cycle fatigue life prediction of reinforced concrete deep beams
inferred← citeshttps://doi.org/10.1016/j.engstruct.2018.04.075openalex-snapshot
Shear behavior of fiber-reinforced ultra-high performance concrete beams
inferred← citeshttps://doi.org/10.1016/j.engstruct.2018.05.014openalex-snapshot
Shear resistance of steel fiber-reinforced concrete beams without conventional shear reinforcement on the basis of the critical shear band concept
inferred← citeshttps://doi.org/10.1016/j.engstruct.2018.05.017openalex-snapshot
Effect of shear span-to-depth ratio on shear strength components of RC beams
inferred← citeshttps://doi.org/10.1016/j.engstruct.2018.05.025openalex-snapshot
Experimental investigation on the shear capacity of RC beams with curtailed reinforcement
inferred← citeshttps://doi.org/10.1016/j.engstruct.2018.05.079openalex-snapshot
Influence of loading conditions on the shear capacity of post-tensioned beams with low shear reinforcement ratios
inferred← citeshttps://doi.org/10.1016/j.engstruct.2018.07.071openalex-snapshot
An integrated approach for predicting the shear capacity of fibre reinforced concrete beams
inferred← citeshttps://doi.org/10.1016/j.engstruct.2018.08.006openalex-snapshot
Prediction of reinforcement corrosion due to chloride ingress and its effects on serviceability
inferred← citeshttps://doi.org/10.1016/j.engstruct.2018.12.062openalex-snapshot
Shear size effect in simply supported RC deep beams
inferred← citeshttps://doi.org/10.1016/j.engstruct.2019.01.074openalex-snapshot
Influence of aggregate interlock on the shear resistance of reinforced concrete beams without stirrups
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