On the public citation graph

Size Effect in Shear Failure of Longitudinally Reinforced Beams

0 signed · 347 inferred · view as graph

Inferred edges come from two machine sources: sweeps of open repository metadata (mostly SSRN and Zenodo), and a bulk OpenAlex citation snapshot. Every row below is labelled with the one it came from. Neither is a complete citation index — absence here is not evidence of absence.

Is this your work? Sign in with ORCID and put your name on the claims that are yours.
Claim with ORCID
Reference health. See whether every reference in this work resolves to a known work and none has been retracted — and get a dated CiteStamped badge you can embed.
See reference health

What this work says

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

inferredcites →https://doi.org/10.1002/best.197800070openalex-snapshot
Schubtragfähigkeit von Platten aus Stahlleichtbeton ohne Schubbewehrung.
inferredcites →https://doi.org/10.1002/best.198100060openalex-snapshot
Maßstabseinfluß bei Schubversuchen im Licht der Bruchmechanik.
inferredcites →https://doi.org/10.1007/bf01404679openalex-snapshot
Derivative free analogues of the Levenberg-Marquardt and Gauss algorithms for nonlinear least squares approximation
inferredcites →https://doi.org/10.1007/bf02486267openalex-snapshot
Crack band theory for fracture of concrete
inferredcites →https://doi.org/10.1061/(asce)0733-9399(1984)110:4(518)openalex-snapshot
Size Effect in Blunt Fracture: Concrete, Rock, Metal
inferredcites →https://doi.org/10.1061/jmcea3.0002665openalex-snapshot
Fracture Mechanics of Reinforced Concrete
inferredcites →https://doi.org/10.1061/jsdeag.0002353openalex-snapshot
Diagonal Tension Cracking in Concrete Beams with Axial Forces
inferredcites →https://doi.org/10.1061/jsdeag.0003376openalex-snapshot
Shear Strength of Large Beams
inferredcites →https://doi.org/10.1201/9781420088922-5openalex-snapshot
Reinforced Concrete Structures
inferredcites →https://doi.org/10.14359/11027openalex-snapshot
Suggested Revisions to ACI Building Code Clauses Dealing with Shear in Beams
inferredcites →https://doi.org/10.14359/11300openalex-snapshot
Shear Strength Prediction for Separate Catagories of Simple Beam Tests
inferredcites →https://doi.org/10.14359/11319openalex-snapshot
Strength, Cracking and Deformation Similitude in Reinforced T-beams Under Bending and Shear
inferredcites →https://doi.org/10.14359/15237openalex-snapshot
Shear Failure of Reinforced Concrete Beams
inferredcites →https://doi.org/10.14359/7501openalex-snapshot
Exploratory Shear Tests Emphasizing Percentage of Longitudinal Steel
inferredcites →https://doi.org/10.14359/7526openalex-snapshot
Beam Shear Strength Prediction by Analysis of Existing Data
inferredcites →https://doi.org/10.14359/7549openalex-snapshot
How Safe are Our Large Reinforced Concrete Beams?
inferredcites →https://doi.org/10.14359/7633openalex-snapshot
Studies of the Shear and Diagonal Tension Strength of Simply Supported Reinforced Concrete Beams
inferredcites →https://doi.org/10.14359/7644openalex-snapshot
Basic Facts Concerning Shear Failure
inferredcites →https://doi.org/10.14359/7664openalex-snapshot
A General Relation for Strengths of Concrete Specimens of Different Shapes and Sizes
inferredcites →https://doi.org/10.14359/7791openalex-snapshot
The Riddle of Shear Failure and its Solution
inferredcites →https://doi.org/10.14359/7851openalex-snapshot
Shear Strength of Beams Without Web Reinforcement Containing Deformed Bars of Different Yield Strengths
inferredcites →https://doi.org/10.14359/7962openalex-snapshot
Shear Strength of Reinforced Concrete Beams Without Web Reinforcement
inferredcites →https://doi.org/10.14359/8118openalex-snapshot
Behavior and Strength in Shear of Beams and Frames Without Web Reinforcement
inferredcites →https://doi.org/10.1680/macr.1960.12.36.145openalex-snapshot
Some shear tests on reinforced concrete beams without shear reinforcement
inferredcites →https://doi.org/10.1680/macr.1971.23.76.111openalex-snapshot
The shear strength of uniformly loaded beams without web reinforcement

What points at this work

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

inferred← citeshttps://doi.org/10.2139/ssrn.4677891openalex-extracted
Suitability of Mechanics-Based and Optimized Artificial Intelligence-Based Models in the Shear Strength Prediction of Slender Beams Without Stirrups
inferred← citeshttps://doi.org/10.1002/best.200900029openalex-snapshot
Querkrafttragfähigkeit von Fahrbahnplatten ohne Querkraftbewehrung
inferred← citeshttps://doi.org/10.1002/best.201700050openalex-snapshot
Querkraftmodell für Bauteile ohne Schubbewehrung unter Druck‐ und Zugbeanspruchung
inferred← citeshttps://doi.org/10.1002/best.202300030openalex-snapshot
Neue Perspektiven auf das Querkrafttragverhalten von Stahlbetonbauteilen ohne Querkraftbewehrung
inferred← citeshttps://doi.org/10.1002/best.202400033openalex-snapshot
Stahlbetonbalken unter reiner Querkraftbeanspruchung
inferred← citeshttps://doi.org/10.1002/nag.3209openalex-snapshot
Symmetric high order microplane model for damage localization and size effect in quasi‐brittle materials
inferred← citeshttps://doi.org/10.1002/suco.201700059openalex-snapshot
Size effect in shear and punching shear failures of concrete members without transverse reinforcement: Differences between statically determinate members and redundant structures
inferred← citeshttps://doi.org/10.1002/suco.201800315openalex-snapshot
Critique of critical shear crack theory for fib Model Code articles on shear strength and size effect of reinforced concrete beams
inferred← citeshttps://doi.org/10.1002/suco.201900193openalex-snapshot
From experimental evidence to mechanical modeling and design expressions: The Critical Shear Crack Theory for shear design
inferred← citeshttps://doi.org/10.1002/suco.202000034openalex-snapshot
One‐way shear strength of wide reinforced concrete members without stirrups
inferred← citeshttps://doi.org/10.1002/suco.202000053openalex-snapshot
Shear strength of straight concrete members without shear reinforcement. Reassessment of the effectiveness factors used in the crack sliding theory
inferred← citeshttps://doi.org/10.1002/suco.202100544openalex-snapshot
Experimental and analytical study on shear behavior of strain‐hardening cementitious composite beams reinforced with fiber‐reinforced polymer bars
inferred← citeshttps://doi.org/10.1002/suco.202100670openalex-snapshot
Size effect and strain rate effect on seismic behavior of reinforced concrete beam‐column joints
inferred← citeshttps://doi.org/10.1002/suco.202200631openalex-snapshot
Numerical study on shear capacity of geometrically similar RC interior beam‐column joints
inferred← citeshttps://doi.org/10.1002/suco.70390openalex-snapshot
An advanced prediction model for shear strength of slender reinforced concrete beams: Integrating shear transfer mechanisms and size effects
inferred← citeshttps://doi.org/10.1007/978-1-4612-3578-1_23openalex-snapshot
Fracture Energy of Heterogeneous Materials and Similitude
inferred← citeshttps://doi.org/10.1007/978-3-319-13686-8_3openalex-snapshot
Literature Survey on Shear in FRC Beams
inferred← citeshttps://doi.org/10.1007/978-3-642-41840-2_1openalex-snapshot
Konstruktiver Ingenieurbau und Hochbau
inferred← citeshttps://doi.org/10.1007/978-3-658-41336-1_2openalex-snapshot
Grundlagen der Biegebemessung
inferred← citeshttps://doi.org/10.1007/978-94-009-5121-1_8openalex-snapshot
Continuum Model for Progressive Cracking and Identification of Nonlinear Fracture Parameters
inferred← citeshttps://doi.org/10.1007/978-94-009-6152-4openalex-snapshot
Fracture mechanics of concrete: Structural application and numerical calculation
inferred← citeshttps://doi.org/10.1007/978-94-009-6152-4_1openalex-snapshot
Mechanics of fracture and progressive cracking in concrete structures
inferred← citeshttps://doi.org/10.1007/978-94-011-3388-3_9openalex-snapshot
Rate Effect, Size Effect and Nonlocal Concepts for Fracture of Concrete and Other Quasi-Brittle Materials
inferred← citeshttps://doi.org/10.1007/978-981-15-6463-5_66openalex-snapshot
Estimation of Design Shear Strength of Concrete Using Genetic Programming
inferred← citeshttps://doi.org/10.1007/978-981-33-4943-8_6openalex-snapshot
Size Effect in Shear and Flexure Failure of Concrete Beams
inferred← citeshttps://doi.org/10.1007/978-981-33-4943-8_8openalex-snapshot
Seismic Performances and Size Effect in Columns
inferred← citeshttps://doi.org/10.1007/978-981-33-4943-8_9openalex-snapshot
Size Effect on Shear Failure of RC Beam-to-Column Joints
inferred← citeshttps://doi.org/10.1007/bf02480513openalex-snapshot
Design shear strength formula for high strength concrete beams
inferred← citeshttps://doi.org/10.1007/bf02481755openalex-snapshot
Shear fracture tests of concrete
inferred← citeshttps://doi.org/10.1007/bf02482252openalex-snapshot
Performance of hybrid rebars as longitudinal reinforcement in normal strength concrete
inferred← citeshttps://doi.org/10.1007/s12046-009-0014-0openalex-snapshot
State-of-the-art review on fracture analysis of concrete structural components
inferred← citeshttps://doi.org/10.1007/s12046-011-0029-1openalex-snapshot
Evaluation of size dependent design shear strength of reinforced concrete beams without web reinforcement
inferred← citeshttps://doi.org/10.1007/s12205-014-0320-xopenalex-snapshot
Shear strength of Steel Fiber Reinforced Concrete (SFRC) slender beams
inferred← citeshttps://doi.org/10.1007/s41024-023-00343-wopenalex-snapshot
Shear strength assessment of reinforced recycled aggregate concrete beams without stirrups using soft computing techniques
inferred← citeshttps://doi.org/10.1007/s41062-026-02574-5openalex-snapshot
Shear strength of hybrid-fibre-reinforced sustainable self-compacting concrete with 100% treated recycled aggregate
inferred← citeshttps://doi.org/10.1007/s43452-022-00543-0openalex-snapshot
Influence of shear depth on seismic performance of shear wall reinforced with BFRP bars: mesoscale modelings
inferred← citeshttps://doi.org/10.1007/s43452-023-00833-1openalex-snapshot
Mesoscale modeling of size effect of BFRP-reinforced concrete columns under pure torsion
inferred← citeshttps://doi.org/10.1007/s43452-024-01038-wopenalex-snapshot
Influence of structure size on bending-shear-torsion combined mechanical properties of concrete beams with BFRP bars
inferred← citeshttps://doi.org/10.1016/0008-8846(87)90083-4openalex-snapshot
Snapback instability at crack ligament tearing and its implication for fracture micromechanics
inferred← citeshttps://doi.org/10.1016/0013-7944(87)90078-6openalex-snapshot
Size effect tests and fracture characteristics of aluminum
inferred← citeshttps://doi.org/10.1016/0029-5493(84)90166-3openalex-snapshot
Design and analysis of concrete reactor vessels: New developments, problems and trends
inferred← citeshttps://doi.org/10.1016/0029-5493(86)90134-2openalex-snapshot
Failure and fracturing analysis of concrete structures
inferred← citeshttps://doi.org/10.1016/0029-5493(88)90265-8openalex-snapshot
Measurement of mode III fracture energy of concrete
inferred← citeshttps://doi.org/10.1016/0148-9062(86)92639-2openalex-snapshot
Fracture in concrete and reinforced concrete
inferred← citeshttps://doi.org/10.1016/b978-0-12-821164-9.00011-5openalex-snapshot
Modeling
inferred← citeshttps://doi.org/10.1016/b978-075066849-1/50014-6openalex-snapshot
Bibliography
inferred← citeshttps://doi.org/10.1016/j.asej.2014.10.006openalex-snapshot
Locating the site of diagonal tension crack initiation and path in reinforced concrete beams
inferred← citeshttps://doi.org/10.1016/j.cemconcomp.2003.07.001openalex-snapshot
Effectiveness of stirrups and steel fibres as shear reinforcement
inferred← citeshttps://doi.org/10.1016/j.cemconcomp.2006.11.005openalex-snapshot
Effect of specimen size on flexural compressive strength of reinforced concrete members
inferred← citeshttps://doi.org/10.1016/j.cemconcomp.2008.03.005openalex-snapshot
Behavior of full-scale self-consolidating concrete beams in shear
inferred← citeshttps://doi.org/10.1016/j.cemconcomp.2017.12.010openalex-snapshot
Effects of stirrup, steel fiber, and beam size on shear behavior of high-strength concrete beams
inferred← citeshttps://doi.org/10.1016/j.cemconcomp.2020.103852openalex-snapshot
Flexural size effect of ultra-high ductile concrete under different damage and ductility levels
inferred← citeshttps://doi.org/10.1016/j.compgeo.2021.104103openalex-snapshot
Soil-structure interaction of surface footings
inferred← citeshttps://doi.org/10.1016/j.compositesb.2012.07.012openalex-snapshot
Size effect on flexural behavior of ultra-high-performance hybrid fiber-reinforced concrete
inferred← citeshttps://doi.org/10.1016/j.compositesb.2013.12.002openalex-snapshot
Size effect on shear strength of FRP reinforced concrete beams
inferred← citeshttps://doi.org/10.1016/j.compositesb.2015.02.035openalex-snapshot
Size effect in uncracked and pre-cracked reinforced concrete beams shear-strengthened with composite jackets
inferred← citeshttps://doi.org/10.1016/j.compositesb.2019.107079openalex-snapshot
How do steel fibers improve the shear capacity of reinforced concrete beams without stirrups?
inferred← citeshttps://doi.org/10.1016/j.compositesb.2020.108257openalex-snapshot
Size effect in shear failure of lightweight concrete beams wrapped with CFRP without stirrups: Influence of fiber ratio
inferred← citeshttps://doi.org/10.1016/j.compstruc.2003.10.001openalex-snapshot
Size effects in beams with small shear span-to-depth ratios
inferred← citeshttps://doi.org/10.1016/j.compstruc.2016.10.003openalex-snapshot
Deterministic size effect in concrete structures with account for chemo-mechanical loading
inferred← citeshttps://doi.org/10.1016/j.compstruct.2019.02.078openalex-snapshot
Experimental tests of two-span continuous concrete deep beams reinforced with GFRP bars and strut-and-tie method evaluation
inferred← citeshttps://doi.org/10.1016/j.compstruct.2022.116440openalex-snapshot
Meso-scale modelling of size effect on shear behavior of Basalt fiber reinforced concrete deep beams
inferred← citeshttps://doi.org/10.1016/j.conbuildmat.2013.02.039openalex-snapshot
Analytical approach for the evaluation of minimum fibre factor required for steel fibrous concrete beams under combined shear and flexure
inferred← citeshttps://doi.org/10.1016/j.conbuildmat.2013.07.061openalex-snapshot
Experimental and numerical studies of size effects of Ultra High Performance Steel Fibre Reinforced Concrete (UHPFRC) beams
inferred← citeshttps://doi.org/10.1016/j.conbuildmat.2016.07.126openalex-snapshot
Numerical prediction of the shear response of semi-prefabricated steel-concrete trussed beams
inferred← citeshttps://doi.org/10.1016/j.conbuildmat.2018.05.022openalex-snapshot
Shear performance of recycled aggregate concrete beams: An insight for design aspects
inferred← citeshttps://doi.org/10.1016/j.conbuildmat.2020.120189openalex-snapshot
The effect of coarse aggregate characteristics on the shear behavior of reinforced concrete slender beams
inferred← citeshttps://doi.org/10.1016/j.conbuildmat.2022.129085openalex-snapshot
Local use of ECC to simultaneously enhance the shear strength and deformability of RC beams
inferred← citeshttps://doi.org/10.1016/j.conbuildmat.2023.131727openalex-snapshot
Size-scale effects and modelling issues of fibre-reinforced concrete beams
inferred← citeshttps://doi.org/10.1016/j.conbuildmat.2024.136346openalex-snapshot
Experimental investigation of size effect on unreinforced concrete brick masonry walls under in-plane shear loading
inferred← citeshttps://doi.org/10.1016/j.conbuildmat.2025.142245openalex-snapshot
Bio-derived sustainable graphene alternative for enhancing the mechanical properties of cement mortars
inferred← citeshttps://doi.org/10.1016/j.conbuildmat.2025.142565openalex-snapshot
Influence of coarse aggregates on the fatigue behavior of high-strength concrete under mode II loading
inferred← citeshttps://doi.org/10.1016/j.cscm.2021.e00702openalex-snapshot
The effect of using basalt fibers compared to steel fibers on the shear behavior of ultra-high performance concrete T-beam
inferred← citeshttps://doi.org/10.1016/j.dibe.2021.100050openalex-snapshot
Evaluating the effect of corrosion on shear-critical RC beams by integrated NDT
inferred← citeshttps://doi.org/10.1016/j.engfailanal.2020.104815openalex-snapshot
Overstrength requirements to avoid brittle shear failure in RC slender beams with stirrups
inferred← citeshttps://doi.org/10.1016/j.engfailanal.2022.106407openalex-snapshot
Effect of shear-span ratio and vertical reinforcement ratio on the failure of geometrical-similar RC shear walls
inferred← citeshttps://doi.org/10.1016/j.engfailanal.2024.108785openalex-snapshot
The influence of initial static shear on the torsional performance of BFRP bars-RC beams with different sizes
inferred← citeshttps://doi.org/10.1016/j.engfracmech.2007.02.026openalex-snapshot
Response to A. Carpinteri, B. Chiaia, P. Cornetti and S. Puzzi’s Comments on “Is the cause of size effect on structural strength fractal or energetic-statistical?”
inferred← citeshttps://doi.org/10.1016/j.engfracmech.2015.06.038openalex-snapshot
Use of the digital image correlation and acoustic emission technique to study the effect of structural size on cracking of reinforced concrete
inferred← citeshttps://doi.org/10.1016/j.engfracmech.2016.06.002openalex-snapshot
An analytical solution for evaluating the effect of steel bars in cracked concrete
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.2021.107987openalex-snapshot
Size effects in unreinforced and lightly reinforced concrete beams failing in flexure
inferred← citeshttps://doi.org/10.1016/j.engstruct.2004.01.011openalex-snapshot
Predicting the shear strength of reinforced concrete beams using artificial neural networks
inferred← citeshttps://doi.org/10.1016/j.engstruct.2007.10.005openalex-snapshot
Size effect in RC deep beams: Experimental investigation and STM verification
inferred← citeshttps://doi.org/10.1016/j.engstruct.2007.10.008openalex-snapshot
Knowledge-based prediction of shear strength of concrete beams without shear reinforcement
inferred← citeshttps://doi.org/10.1016/j.engstruct.2008.04.019openalex-snapshot
Fibrous reinforced concrete beams in flexure: Experimental investigation, analytical modelling and design considerations
inferred← citeshttps://doi.org/10.1016/j.engstruct.2008.11.013openalex-snapshot
Shear strength of slender reinforced concrete beams without web reinforcement: A model using fuzzy set theory
inferred← citeshttps://doi.org/10.1016/j.engstruct.2012.10.010openalex-snapshot
Steel fibrous RC beams subjected to cyclic deformations under predominant shear
inferred← citeshttps://doi.org/10.1016/j.engstruct.2013.10.043openalex-snapshot
Bending-shear response of self-consolidating and high-performance reinforced concrete beams
inferred← citeshttps://doi.org/10.1016/j.engstruct.2014.02.029openalex-snapshot
Shear strength of high-strength concrete beams: Modeling and design recommendations
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.2015.09.015openalex-snapshot
Shear failures in reinforced concrete members without transverse reinforcement: An analysis of the critical shear crack development on the basis of test results
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.2016.04.048openalex-snapshot
Seismic behavior of RC cantilever beams under low cyclic loading and size effect on shear strength: An experimental characterization
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.2017.11.069openalex-snapshot
Effect of cross-section size on the flexural failure behavior of RC cantilever beams under low cyclic and monotonic lateral loadings
inferred← citeshttps://doi.org/10.1016/j.engstruct.2018.02.069openalex-snapshot
Effectiveness factor of self-compacting concrete in compression for limit analysis of continuous deep beams
inferred← citeshttps://doi.org/10.1016/j.engstruct.2018.02.077openalex-snapshot
Cracking strut-and-tie model for shear strength evaluation of reinforced concrete deep beams
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.2019.109573openalex-snapshot
Size effect in shear failure of RC beams with stirrups: Simulation and formulation
inferred← citeshttps://doi.org/10.1016/j.engstruct.2019.109760openalex-snapshot
Reliability analysis of shear strength of reinforced concrete deep beams using NLFEA
inferred← citeshttps://doi.org/10.1016/j.engstruct.2020.110207openalex-snapshot
Shear Crack Propagation Theory (SCPT) – The mechanical solution to the riddle of shear in RC members without shear reinforcement
inferred← citeshttps://doi.org/10.1016/j.engstruct.2020.110715openalex-snapshot
Modeling parameters for the nonlinear analysis of reinforced concrete beams under cyclic loading
inferred← citeshttps://doi.org/10.1016/j.engstruct.2021.112951openalex-snapshot
Dynamic shear failure and size effect in BFRP-reinforced concrete deep beam
inferred← citeshttps://doi.org/10.1016/j.engstruct.2021.113672openalex-snapshot
Multi-level decision-making strategy for preparation of proof load and failure tests
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.2022.115096openalex-snapshot
Arch action in reinforced concrete subjected to shear
inferred← citeshttps://doi.org/10.1016/j.engstruct.2023.115944openalex-snapshot
Multi-span composite girders with composite dowels – Experimental investigations and design approach to account for the beneficial effect of shear force redistribution along the composite interface
inferred← citeshttps://doi.org/10.1016/j.engstruct.2023.116035openalex-snapshot
Semi-empirical synergetic analysis of the shear capacity of steel fibre reinforced concrete slender beams of rectangular-sections without stirrups
inferred← citeshttps://doi.org/10.1016/j.engstruct.2023.116042openalex-snapshot
Comparison of torsional damage and size effects of BFRP- and steel-reinforced concrete beams with different stirrup ratios
inferred← citeshttps://doi.org/10.1016/j.engstruct.2023.116299openalex-snapshot
Shear-transfer mechanisms in reinforced concrete beams with GFRP bars and basalt fibers
inferred← citeshttps://doi.org/10.1016/j.engstruct.2023.117180openalex-snapshot
Probabilistic code-based shear capacity model for I-shaped steel reinforced concrete (SRC) beams
inferred← citeshttps://doi.org/10.1016/j.engstruct.2024.118013openalex-snapshot
Mesoscale modelling on shear behavior of RC beams at low temperature: Influences of structural size and shear span-to-depth ratio
inferred← citeshttps://doi.org/10.1016/j.engstruct.2024.119085openalex-snapshot
Lattice discrete particle model simulations of energetic size effect and its implications for shear design specifications of reinforced concrete squat walls
inferred← citeshttps://doi.org/10.1016/j.engstruct.2024.119595openalex-snapshot
Experimental study on torsional size effect of BFRP bars-RC beams
inferred← citeshttps://doi.org/10.1016/j.engstruct.2025.120442openalex-snapshot
Time-dependent reliability assessment and durability analysis of industrial and recycled steel fiber reinforced concrete beams
inferred← citeshttps://doi.org/10.1016/j.engstruct.2025.120457openalex-snapshot
Experimental investigation of size effects on BFRP-RC beams under combined bending-shear-torsion loading
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.2026.122289openalex-snapshot
When anchorage fails: Assessing old post-tensioned precast beams in service
inferred← citeshttps://doi.org/10.1016/j.hbrcj.2016.04.002openalex-snapshot
Effect of reinforcement ratios on shear behavior of concrete beams strengthened with CFRP sheets
inferred← citeshttps://doi.org/10.1016/j.ijfatigue.2024.108334openalex-snapshot
New insights into the load sequence effect: Experimental characterization and incremental modeling of plain high-strength concrete under mode II fatigue loading with variable amplitude
inferred← citeshttps://doi.org/10.1016/j.ijimpeng.2021.104103openalex-snapshot
Dynamic size effect in shear behavior of BFRP reinforced concrete beams without stirrups with different shear-span ratios
inferred← citeshttps://doi.org/10.1016/j.ijmecsci.2024.109012openalex-snapshot
Shear performance and size effect of CFRP strengthened RC beams
inferred← citeshttps://doi.org/10.1016/j.istruc.2018.09.004openalex-snapshot
Shear Strength Models for Reinforced Concrete Slender Beams: A Comparative Study
inferred← citeshttps://doi.org/10.1016/j.istruc.2019.02.007openalex-snapshot
Load capacity predictions of continuous concrete deep beams reinforced with GFRP bars
inferred← citeshttps://doi.org/10.1016/j.istruc.2019.03.014openalex-snapshot
Bending and shear behaviour of two layer beams with one layer of rubber recycled aggregate concrete in tension
inferred← citeshttps://doi.org/10.1016/j.istruc.2020.12.043openalex-snapshot
Experimental and nonlinear finite element analysis of shear behaviour of reinforced concrete beams
inferred← citeshttps://doi.org/10.1016/j.istruc.2021.05.091openalex-snapshot
Shear resistant capacity of steel fibres reinforced concrete deep beams: An experimental investigation and a new prediction model
inferred← citeshttps://doi.org/10.1016/j.istruc.2022.01.048openalex-snapshot
Influence of concrete strength and aggregate size on the size effect of shear capacity of RC beam-column joints under monotonic loading: Mesoscale numerical tests
inferred← citeshttps://doi.org/10.1016/j.istruc.2023.03.103openalex-snapshot
Shear failure of geometrically similar RC shear walls: Mesoscopic modellings and analysis
inferred← citeshttps://doi.org/10.1016/j.istruc.2023.105261openalex-snapshot
Study on pure-torsional size effect of CFRP-strengthened RC beams using a 3D meso-scale numerical model
inferred← citeshttps://doi.org/10.1016/j.istruc.2024.106520openalex-snapshot
Shear strength model of FRP-reinforced concrete beams without shear reinforcement
inferred← citeshttps://doi.org/10.1016/j.jmps.2022.105094openalex-snapshot
Scaling in size, time and risk—The problem of huge extrapolations and remedy by asymptotic matching
inferred← citeshttps://doi.org/10.1016/j.jobe.2020.101704openalex-snapshot
Manuscript title: Development of strength prediction models for fly ash based geopolymer concrete
inferred← citeshttps://doi.org/10.1016/j.jobe.2024.109668openalex-snapshot
Anisotropic size effect of 3D printed LC3-based engineered cementitious composites (LC3-ECC)
inferred← citeshttps://doi.org/10.1016/j.matdes.2006.10.021openalex-snapshot
Sensitivity study of the Drucker–Prager modeling parameters in the prediction of the nonlinear response of reinforced concrete structures
inferred← citeshttps://doi.org/10.1016/j.matdes.2012.07.033openalex-snapshot
Shear behaviour of reinforced phyllite concrete beams
inferred← citeshttps://doi.org/10.1016/j.matdes.2014.01.016openalex-snapshot
Exact solution of shear problem for inclined cracked bending reinforced concrete elements
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.mspro.2014.06.318openalex-snapshot
Shear Failure Mechanism in Concrete Beams
inferred← citeshttps://doi.org/10.1016/j.nucengdes.2021.111545openalex-snapshot
Evaluation of design equations for out-of-plane shear strength of deep concrete sections in nuclear power plant buildings
inferred← citeshttps://doi.org/10.1016/j.tws.2020.107158openalex-snapshot
Size effect of square concrete-filled steel tubular columns subjected to lateral shear and axial compression: Modelling and formulation
inferred← citeshttps://doi.org/10.1016/s0141-0296(03)00110-xopenalex-snapshot
Shear characteristics of high-strength concrete deep beams without shear reinforcements
inferred← citeshttps://doi.org/10.1016/s0950-0618(01)00005-8openalex-snapshot
Theoretical model of the determination of the deformation rates of RC beams
inferred← citeshttps://doi.org/10.1061/(asce)0733-9399(1984)110:12(1666)openalex-snapshot
Continuum Theory for Strain‐Softening
inferred← citeshttps://doi.org/10.1061/(asce)0733-9399(1997)123:12(1276)openalex-snapshot
Fracturing Truss Model: Size Effect in Shear Failure of Reinforced Concrete
inferred← citeshttps://doi.org/10.1061/(asce)0733-9399(2009)135:3(221)openalex-snapshot
New Model for the Analysis of Size-Scale Effects on the Ductility of Reinforced Concrete Elements in Bending
inferred← citeshttps://doi.org/10.1061/(asce)0733-9445(1986)112:2(289)openalex-snapshot
Nonlinear Fracture Properties from Size Effect Tests
inferred← citeshttps://doi.org/10.1061/(asce)0733-9445(1994)120:8(2377)openalex-snapshot
Fracture Size Effect: Review of Evidence for Concrete Structures
inferred← citeshttps://doi.org/10.1061/(asce)0733-9445(1998)124:12(1375)openalex-snapshot
Recent Approaches to Shear Design of Structural Concrete
inferred← citeshttps://doi.org/10.1061/(asce)0733-9445(2005)131:1(66)openalex-snapshot
Shear Strength Analysis and Prediction for Reinforced Concrete Beams without Stirrups
inferred← citeshttps://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
inferred← citeshttps://doi.org/10.1061/(asce)0733-9445(2005)131:12(1886)openalex-snapshot
Designing Against Size Effect on Shear Strength of Reinforced Concrete Beams Without Stirrups: II. Verification and Calibration
inferred← citeshttps://doi.org/10.1061/(asce)0733-9445(2006)132:1(3)openalex-snapshot
Reliability, Brittleness, Covert Understrength Factors, and Fringe Formulas in Concrete Design Codes
inferred← citeshttps://doi.org/10.1061/(asce)0733-9445(2006)132:5(673)openalex-snapshot
Size Effect on Shear Strength of Deep Beams: Investigating with Strut-and-Tie Model
inferred← citeshttps://doi.org/10.1061/(asce)0733-9445(2008)134:6(919)openalex-snapshot
Load Capacity of Reinforced Concrete Continuous Deep Beams
inferred← citeshttps://doi.org/10.1061/(asce)0899-1561(2008)20:4(283)openalex-snapshot
Simplified Flexural Response of Steel Fiber-Reinforced Concrete Beams
inferred← citeshttps://doi.org/10.1061/(asce)1090-0268(2003)7:4(323)openalex-snapshot
Shear Analysis of Concrete with Brittle Reinforcement
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.1943-5614.0000184openalex-snapshot
Shear Strength of Fiber-Reinforced Polymer Reinforced Concrete Beams Subject to Unsymmetric Loading
inferred← citeshttps://doi.org/10.1061/(asce)cc.1943-5614.0000248openalex-snapshot
Effect of Member Depth on Shear Strength of High-Strength Fiber-Reinforced Polymer–Reinforced Concrete Beams
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)em.1943-7889.0001770openalex-snapshot
Failure Probability of Concrete Specimens of Uncertain Mean Strength in Large Database
inferred← citeshttps://doi.org/10.1061/(asce)em.1943-7889.0001820openalex-snapshot
Size Effect on Shear Strength of Reinforced Concrete: Is CSCT or MCFT a Viable Alternative to Energy-Based Design Code?
inferred← citeshttps://doi.org/10.1061/(asce)sc.1943-5576.0000507openalex-snapshot
Flexural Response of RC Beams Failing in Shear
inferred← citeshttps://doi.org/10.1061/(asce)st.1943-541x.0000295openalex-snapshot
Can Stirrups Suppress Size Effect on Shear Strength of RC Beams?
inferred← citeshttps://doi.org/10.1061/(asce)st.1943-541x.0000887openalex-snapshot
Flexural and Shear Resistance of Steel Fiber–Reinforced Lightweight Concrete Beams
inferred← citeshttps://doi.org/10.1061/(asce)st.1943-541x.0001832openalex-snapshot
Shear Strength Components in Reinforced Concrete Members
inferred← citeshttps://doi.org/10.1061/(asce)st.1943-541x.0002058openalex-snapshot
Integrated Fracture-Based Model Formulation for RC Crack Analysis
inferred← citeshttps://doi.org/10.1061/(asce)st.1943-541x.0002934openalex-snapshot
Mechanics of Shear Failure in Fiber-Reinforced Concrete Beams
inferred← citeshttps://doi.org/10.1061/41016(314)216openalex-snapshot
Behavior of Concrete Deep Beams with High Strength Reinforcement
inferred← citeshttps://doi.org/10.1061/jsdccc.sceng-1701openalex-snapshot
Effect of Width and Effective Length on Shear Strength of RC Slender Beams without Shear Reinforcement
inferred← citeshttps://doi.org/10.1061/jsendh.steng-12242openalex-snapshot
What We Can and Cannot Learn from a Single Shear Test of a Very Large RC Beam
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/10.1061/ppscfx.sceng-1314openalex-snapshot
Novel Lower-Bound Solution for Bearing Capacity of Reinforced Concrete Deep Beams
inferred← citeshttps://doi.org/10.1061/ppscfx.sceng-1429openalex-snapshot
Shear Strength of RC Beams without and with Stirrups: Analytical Expressions and Comparison with Experimental Data
inferred← citeshttps://doi.org/10.1063/5.0107061openalex-snapshot
Literature review on size effect of shear reinforced concrete beams
inferred← citeshttps://doi.org/10.1088/1755-1315/1195/1/012010openalex-snapshot
Shear Strength Prediction of Reinforced Concrete Two-way Thick Slabs: Comparison between Experimental and Analytical Studies
inferred← citeshttps://doi.org/10.1088/1757-899x/1076/1/012122openalex-snapshot
Shear strength and Characterization of Reinforced Concrete Deep Beams -A Review
inferred← citeshttps://doi.org/10.1093/oso/9780192846242.001.0001openalex-snapshot
Quasibrittle Fracture Mechanics and Size Effect
inferred← citeshttps://doi.org/10.1093/oso/9780192846242.002.0003openalex-snapshot
Copyright Page
inferred← citeshttps://doi.org/10.1093/oso/9780192846242.002.0004openalex-snapshot
Dedication
inferred← citeshttps://doi.org/10.1093/oso/9780192846242.002.0005openalex-snapshot
Foreword
inferred← citeshttps://doi.org/10.1093/oso/9780192846242.002.0006openalex-snapshot
Preface
inferred← citeshttps://doi.org/10.1093/oso/9780192846242.003.0001openalex-snapshot
Introduction
inferred← citeshttps://doi.org/10.1093/oso/9780192846242.003.0002openalex-snapshot
Fundamentals of Linear Elastic Fracture Mechanics
inferred← citeshttps://doi.org/10.1093/oso/9780192846242.003.0003openalex-snapshot
Nonlinear Fracture Mechanics—Line Crack Idealization
inferred← citeshttps://doi.org/10.1093/oso/9780192846242.003.0004openalex-snapshot
Nonlinear Fracture Mechanics—Diffuse Crack Model
inferred← citeshttps://doi.org/10.1093/oso/9780192846242.003.0005openalex-snapshot
Energetic Size Effect in Quasibrittle Fracture
inferred← citeshttps://doi.org/10.1093/oso/9780192846242.003.0006openalex-snapshot
Probabilistic Theory of Quasibrittle Fracture
inferred← citeshttps://doi.org/10.1093/oso/9780192846242.003.0007openalex-snapshot
Quasibrittle Size Effect Analysis in Practical Problems
inferred← citeshttps://doi.org/10.1093/oso/9780192846242.003.0008openalex-snapshot
Overview of History
inferred← citeshttps://doi.org/10.1093/oso/9780192846242.005.0001openalex-snapshot
Mathematical Proof of Path Independence of J-Integral
inferred← citeshttps://doi.org/10.1093/oso/9780192846242.005.0002openalex-snapshot
Derivation of Size Effect Equations by Dimensional Analysis and Asymptotic Matching
inferred← citeshttps://doi.org/10.1093/oso/9780192846242.005.0003openalex-snapshot
Universal Size Effect Law and Crack Length Effect
inferred← citeshttps://doi.org/10.1108/mmms-07-2023-0236openalex-snapshot
Influence of width-to-depth and effective length-to-depth ratio on shear strength of reinforced concrete slender beams without shear reinforcement: comparative analysis
inferred← citeshttps://doi.org/10.1139/l06-033openalex-snapshot
Predicting the effect of stirrups on shear strength of reinforced normal-strength concrete (NSC) and high-strength concrete (HSC) slender beams using artificial intelligence
inferred← citeshttps://doi.org/10.1155/2020/2139054openalex-snapshot
Shear Behaviour of RC Beams Strengthened by Various Ultrahigh Performance Fibre‐Reinforced Concrete Systems
inferred← citeshttps://doi.org/10.1155/adce/5088121openalex-snapshot
Shear Capacity Calculation Methods for Reinforced Concrete Structure
showing the first 200 of 322 · page through all 322
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.