On the public citation graph

Nonlinear finite element modeling of reinforced concrete haunched beams designed to develop a shear failure

0 signed · 50 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 See whether every reference in this work resolves to a known work and none has been retracted — and get a dated CiteStamped badge you can embed.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/10.1016/j.apm.2009.11.020openalex-snapshot
Nonlinear finite element analysis and modeling of a precast hybrid beam–column connection subjected to cyclic loads
inferredcites →https://doi.org/10.1016/j.engstruct.2007.04.017openalex-snapshot
Behavior of reinforced concrete haunched beams subjected to static shear loading
inferredcites →https://doi.org/10.1016/j.engstruct.2012.10.037openalex-snapshot
Behavior of reinforced concrete haunched beams subjected to cyclic shear loading
inferredcites →https://doi.org/10.1016/j.finel.2011.09.002openalex-snapshot
Sequentially linear analysis of shear critical reinforced concrete beams without shear reinforcement
inferredcites →https://doi.org/10.1016/s0958-9465(01)00040-3openalex-snapshot
A finite element assessment of flexural strength of prestressed concrete beams with fiber reinforcement
inferredcites →https://doi.org/10.1061/(asce)0733-9445(1996)122:12(1484)openalex-snapshot
Stiffness Formulation for Nonprismatic Beam Elements
inferredcites →https://doi.org/10.1080/19648189.2011.9714859openalex-snapshot
Development of guidelines for nonlinear finite element analyses of existing reinforced and pre-stressed beams
inferredcites →https://doi.org/10.12989/cac.2012.10.4.419openalex-snapshot
Modeling of nonlinear response of R/C shear deficient t-beam subjected to cyclic loading
inferredcites →https://doi.org/10.12989/cac.2015.15.2.259openalex-snapshot
Reliability analysis of reinforced concrete haunched beams shear capacity based on stochastic nonlinear FE analysis
inferredcites →https://doi.org/10.18867/ris.49.268openalex-snapshot
COMPORTAMIENTO SÍSMICO DE ESTRUCTURAS CONSIDERANDO PROPIEDADES MECÁNICAS DE ACEROS DE REFUERZO MEXICANOS
inferredcites →https://doi.org/10.56748/ejse.442openalex-snapshot
Analysis of Retrofitted Reinforced Concrete Shear Beams using Carbon Fiber Composites
inferredcites →https://doi.org/10.56748/ejse.769openalex-snapshot
Behaviour of retrofitted reinforced concrete beams under combined bending and torsion : A numerical study

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.4822333openalex-extracted
Finite Element Formulations of Tunnel-Soil-Structure Interaction Model Under Seismic Excitation Considering Liquefaction
inferred← citeshttps://doi.org/10.1002/eng2.70304openalex-snapshot
Influence of Granite Powder Waste on the Flexural and Microstructure Morphology Behaviors of Reinforced Concrete Beams With Glass Fiber Reinforced Polymer Bars
inferred← citeshttps://doi.org/10.1002/nag.2927openalex-snapshot
Experimental and numerical study of the damage process in RC beam‐column sub‐assemblages during a progressive collapse scenario
inferred← citeshttps://doi.org/10.1002/suco.201900503openalex-snapshot
Behavior of RC stepped beams with different configurations: An experimental and numerical study
inferred← citeshttps://doi.org/10.1007/978-3-031-63276-1_27openalex-snapshot
Seismic Performance of Reinforced Concrete (RC) Frame Structure with Haunch Beams
inferred← citeshttps://doi.org/10.1007/s40515-026-00998-1openalex-snapshot
Finite Element Formulations of Tunnel-Liquefiable Soil-Structure Interaction Model under Seismic Excitation
inferred← citeshttps://doi.org/10.1007/s40996-021-00741-5openalex-snapshot
Comprehensive Shear and Flexural Study: Experimental and FE Modeling of RC Haunched Beams Rehabilitated by Basalt Fabric
inferred← citeshttps://doi.org/10.1007/s41024-021-00155-wopenalex-snapshot
Numerical nonlinear modeling and simulations of high strength reinforced concrete beams using ANSYS
inferred← citeshttps://doi.org/10.1007/s42107-022-00462-8openalex-snapshot
Non-linear finite element formulations of reinforced concrete haunched beam (RCHB)
inferred← citeshttps://doi.org/10.1007/s42107-023-00789-wopenalex-snapshot
FE modeling for ultimate behavior predictions of RC beam
inferred← citeshttps://doi.org/10.1007/s42107-024-01120-xopenalex-snapshot
Seismic vulnerability assessment of reinforced concrete haunch beam by nonlinear static and incremental dynamic analyses
inferred← citeshttps://doi.org/10.1016/j.conbuildmat.2017.05.123openalex-snapshot
Cyclic behavior of continuous reinforced concrete haunched beams with transverse reinforcement designed to fail in shear
inferred← citeshttps://doi.org/10.1016/j.conbuildmat.2024.135134openalex-snapshot
Bond strength and corrosion behavior of rebar embedded in copper slag concrete composites
inferred← citeshttps://doi.org/10.1016/j.conbuildmat.2025.141484openalex-snapshot
Implementation of reinforcing element into 3D particle-based DEM
inferred← citeshttps://doi.org/10.1016/j.cscm.2021.e00666openalex-snapshot
Experimental study of the load-deformation behaviour of the precast post-tensioned continuous girder for straddle monorail: Full-scale load test under service and ultimate loading conditions
inferred← citeshttps://doi.org/10.1016/j.dibe.2023.100192openalex-snapshot
Development of sustainable concrete using recycled polyethylene terephthalate (PET) granules as fine aggregate
inferred← citeshttps://doi.org/10.1016/j.engstruct.2016.04.029openalex-snapshot
Nonlinear finite element study on the improvement of shear capacity in reinforced concrete T-Section beams by an alternative diagonal shear reinforcement
inferred← citeshttps://doi.org/10.1016/j.engstruct.2019.109301openalex-snapshot
Experimental investigation of rehabilitated RC haunched beams via CFRP with 3D-FE modeling analysis
inferred← citeshttps://doi.org/10.1016/j.engstruct.2021.112783openalex-snapshot
Insights on crack initiation and propagation in reinforced concrete beams, a bonded-particle approach
inferred← citeshttps://doi.org/10.1016/j.engstruct.2024.117891openalex-snapshot
Ability of pre-cast strain-hardening cementitious composite plates to enhance the shear performance of RC haunched beams
inferred← citeshttps://doi.org/10.1016/j.istruc.2022.01.080openalex-snapshot
Behavior of reinforced concrete tapered beams
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.2023.105167openalex-snapshot
Shear behavior and capacity of reinforced concrete haunched beams: Comprehensive review, comparative analysis, and structural judgment
inferred← citeshttps://doi.org/10.1016/j.istruc.2024.108045openalex-snapshot
Torsional behavior of reinforced concrete stepped beams: An experimental and numerical investigation
inferred← citeshttps://doi.org/10.1016/j.istruc.2025.110081openalex-snapshot
Integrated experimental and numerical investigation of flexural behavior improvement in RC stepped beams with depth drop variation using alternative stirrup layouts
inferred← citeshttps://doi.org/10.1016/j.istruc.2026.113064openalex-snapshot
A novel piecewise approximate analytical Lagrangian approach for non-uniform functionally graded and discontinuous composite beams with internal springs
inferred← citeshttps://doi.org/10.1016/j.rineng.2025.106681openalex-snapshot
Nonlinear responses of various-sized reinforced concrete beams under uniformly distributed loading incorporating failure mechanism of circular beam
inferred← citeshttps://doi.org/10.1038/s41598-023-29930-0openalex-snapshot
Reliability‑based probabilistic numerical plastically limited analysis of reinforced concrete haunched beams
inferred← citeshttps://doi.org/10.1063/5.0158952openalex-snapshot
On FE modeling techniques of concrete in steel and concrete composite members
inferred← citeshttps://doi.org/10.1080/13467581.2022.2047984openalex-snapshot
An energy-based computational scheme for the analysis of reinforced concrete structures with geometric and material nonlinearities
inferred← citeshttps://doi.org/10.1108/jedt-06-2021-0310openalex-snapshot
Nonlinear modelling and finite element analysis on the load-bearing capacity of RC beams with considering the bond–slip effect
inferred← citeshttps://doi.org/10.1108/mmms-09-2022-0193openalex-snapshot
Computational modeling and simulations for predicting the nonlinear responses of reinforced concrete beams
inferred← citeshttps://doi.org/10.1108/wje-04-2021-0212openalex-snapshot
A comprehensive nonlinear finite element modelling and parametric analysis of reinforced concrete beams
inferred← citeshttps://doi.org/10.1590/s1517-707620210004.1393openalex-snapshot
Estudos numérico-experimentais de vigas de concreto armado com reforço de fibra de carbono
inferred← citeshttps://doi.org/10.21533/pen.v11i1.3460openalex-snapshot
Structural behavior of reinforced concrete pre-stressed tapered beams
inferred← citeshttps://doi.org/10.2339/politeknik.1097459openalex-snapshot
Beton İçindeki Düz Yüzeyli ve Kum Kaplı Donatı Çubuğu Aderans Davranışının Eğilmede Aderans Yöntemiyle Deneysel ve Sayısal Olarak İncelenmesi
inferred← citeshttps://doi.org/10.24133/riie.v24i1.1165openalex-snapshot
RIGIDECES EFECTIVAS DE VIGAS DE CONCRETO REFORZADO PARA DISEÑO SÍSMICO: MITOS Y REALIDADES
inferred← citeshttps://doi.org/10.2478/cee-2021-0024openalex-snapshot
Nonlinear Finite Element Analysis of Reinforced and Plain Concrete Haunched Beams Under Torsion
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.