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Lateral deformation and buckling analysis of piles including shear effects: Numerical analysis

https://doi.org/10.1016/j.engstruct.2022.115416
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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/(sici)1096-9853(199712)21:12<845::aid-nag905>3.0.co;2-7openalex-snapshot
Stability of end-bearing piles in a non-homogeneous elastic foundation
inferredcites →https://doi.org/10.1002/(sici)1096-9853(20000425)24:5<509::aid-nag79>3.0.co;2-9openalex-snapshot
Load-Deflection response of transversely isotropic piles under lateral loads
inferredcites →https://doi.org/10.1002/9781119978565openalex-snapshot
Beam Structures: Classical and Advanced Theories
inferredcites →https://doi.org/10.1007/978-3-030-76035-9openalex-snapshot
Classical Beam Theories of Structural Mechanics
inferredcites →https://doi.org/10.1007/s00366-022-01687-6openalex-snapshot
On the nonlocal free vibration analysis of functionally graded porous doubly curved shallow nanoshells with variable nonlocal parameters
inferredcites →https://doi.org/10.1007/s40999-020-00547-yopenalex-snapshot
Analysis of the Behaviour of Very Slender Piles: Focus on the Ultimate Load
inferredcites →https://doi.org/10.1016/0045-7949(86)90342-1openalex-snapshot
Stability of beams on elastic foundation
inferredcites →https://doi.org/10.1016/0266-352x(94)90011-6openalex-snapshot
A numerical method for laterally loaded piles
inferredcites →https://doi.org/10.1016/j.engstruct.2010.12.008openalex-snapshot
Stability of columns with semi-rigid connections including shear effects using Engesser, Haringx and Euler approaches
inferredcites →https://doi.org/10.1016/j.engstruct.2020.111110openalex-snapshot
Simple approach for analysis of beam-column elements on homogeneous and non-homogeneous elastic soil
inferredcites →https://doi.org/10.1016/j.euromechsol.2022.104743openalex-snapshot
Static bending and buckling analysis of bi-directional functionally graded porous plates using an improved first-order shear deformation theory and FEM
inferredcites →https://doi.org/10.1016/j.ijsolstr.2005.03.060openalex-snapshot
Stability and finite strain of homogenized structures soft in shear: Sandwich or fiber composites, and layered bodies
inferredcites →https://doi.org/10.1016/j.oceaneng.2020.107492openalex-snapshot
A unified lateral soil reaction model for monopiles in soft clay considering various length-to-diameter (L/D) ratios
inferredcites →https://doi.org/10.1016/j.tws.2022.109084openalex-snapshot
Free vibration analysis of functionally graded doubly curved nanoshells using nonlocal first-order shear deformation theory with variable nonlocal parameters
inferredcites →https://doi.org/10.1016/j.wse.2021.12.001openalex-snapshot
Monopile responses to monotonic and cyclic loading in undrained sand using 3D FE with SANISAND-MSu
inferredcites →https://doi.org/10.1061/(asce)0733-9399(1991)117:9(1973)openalex-snapshot
Buckling of Restrained Columns with Shear Deformation and Axial Shortening
inferredcites →https://doi.org/10.1061/(asce)0733-9399(1993)119:5(1108)openalex-snapshot
Effect of Shear on Simple Buckling Problem
inferredcites →https://doi.org/10.1061/(asce)0733-9399(2004)130:10(1223)openalex-snapshot
Column Stability and Minimum Lateral Bracing: Effects of Shear Deformations
inferredcites →https://doi.org/10.1061/(asce)0733-9445(1995)121:9(1265)openalex-snapshot
Stiffness-Matrix Formulation of Beams with Shear Effect on Elastic Foundation
inferredcites →https://doi.org/10.1061/(asce)1090-0241(2006)132:11(1436)openalex-snapshot
Numerical Solution for Laterally Loaded Piles in a Two-Layer Soil Profile
inferredcites →https://doi.org/10.1061/(asce)em.1943-7889.0001363openalex-snapshot
Effects of Engesser’s and Haringx’s Hypotheses on Buckling of Timoshenko and Higher-Order Shear-Deformable Columns
inferredcites →https://doi.org/10.1061/(asce)gt.1943-5606.0000602openalex-snapshot
Minimum Embedded Length of Cyclic Horizontally Loaded Monopiles
inferredcites →https://doi.org/10.1061/(asce)gt.1943-5606.0000828openalex-snapshot
Elastic Solutions for Laterally Loaded Piles
inferredcites →https://doi.org/10.1061/jsdeag.0000997openalex-snapshot
Matrix Analysis of Semi-Rigidly Connected Frames
inferredcites →https://doi.org/10.1061/jsfeaq.0000303openalex-snapshot
Generalized Solutions for Laterally Loaded Piles
inferredcites →https://doi.org/10.1061/jsfeaq.0000611openalex-snapshot
Lateral Resistance of Piles in Cohesive Soils
inferredcites →https://doi.org/10.1061/jsfeaq.0001480openalex-snapshot
Buckling of Fully and Partially Embedded Piles
inferredcites →https://doi.org/10.1061/jsfeaq.0001592openalex-snapshot
Behavior of Laterally Loaded Piles: I-Single Piles
inferredcites →https://doi.org/10.1080/19386362.2021.1972629openalex-snapshot
Importance of modelling shear effects for flexure of laterally loaded polymer piles
inferredcites →https://doi.org/10.1201/9781003578659openalex-snapshot
Theory of Elastic Stability
inferredcites →https://doi.org/10.1680/ener.11.00003openalex-snapshot
Laterally loaded monopile design for offshore wind farms
inferredcites →https://doi.org/10.1680/geot.2004.54.6.363openalex-snapshot
The analytical prediction of the buckling loads of fully and partially embedded piles
inferredcites →https://doi.org/10.1680/jgeot.16.p.244openalex-snapshot
Applicability of Timoshenko, Euler–Bernoulli and rigid beam theories in analysis of laterally loaded monopiles and piles

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.4580671openalex-extracted
inferred← citeshttps://doi.org/10.1002/nag.3706openalex-snapshot
3D analytical modeling of moving‐loading induced pile‐group behavior in stratified cross‐anisotropic poroelastic water‐saturated soils based on two stage theory
inferred← citeshttps://doi.org/10.1007/s40098-025-01317-0openalex-snapshot
A Unified Formulation for the Study of Non-Uniform Cylindrical Timoshenko Piles: Lateral Deformation, Dynamic, and Buckling
inferred← citeshttps://doi.org/10.1007/s44290-025-00240-wopenalex-snapshot
Analyzing laterally loaded piles in multi-layered cohesive soils: a hybrid beam on nonlinear Winkler foundation approach with case studies and parametric study
inferred← citeshttps://doi.org/10.1016/j.compgeo.2025.107567openalex-snapshot
Reliability-based design of laterally loaded tapered offshore piles in spatially variable clay
inferred← citeshttps://doi.org/10.1016/j.oceaneng.2024.116925openalex-snapshot
Simplified mechanical calculation model for an entire jack-up platform system
inferred← citeshttps://doi.org/10.1016/j.oceaneng.2025.122963openalex-snapshot
Development of an analytical model for nonlinear vertical load transfer in screw-groove piles considering cross-sectional characteristics
inferred← citeshttps://doi.org/10.1016/j.oceaneng.2025.124007openalex-snapshot
Lateral response and enhancement mechanisms of cement-soil reinforced pile groups under static and cyclic loading: Experimental and numerical investigation
inferred← citeshttps://doi.org/10.1016/j.oceaneng.2025.124114openalex-snapshot
Micromechanical analysis of the interior restraint plate effect on penetration behavior in open-ended pipe pile
inferred← citeshttps://doi.org/10.1016/j.rineng.2026.113205openalex-snapshot
Analytical formulation for lateral displacement of retaining structures in deep underground space and its application
inferred← citeshttps://doi.org/10.1016/j.sandf.2024.101446openalex-snapshot
Analytical formulation for the study of the effect of shear deformations on beam-columns and piles: Engesser and Haringx theories
inferred← citeshttps://doi.org/10.1142/s0219455426500422openalex-snapshot
Rapid Assessment Method of Buckling Stability of Bridge Pier–Cap–Pile System Under Scour Effect
inferred← citeshttps://doi.org/10.1155/adce/3414521openalex-snapshot
Research on a Novel Counterweight‐Type Retaining Pile and Structural System Capable of Constraining Lateral Displacement
inferred← citeshttps://doi.org/10.21203/rs.3.rs-3971372/v1openalex-snapshot
Analyzing Laterally Loaded Piles in Multi-layered Cohesive Soils: a Hybrid Bnwf Approach With Validation and Parametric Study
inferred← citeshttps://doi.org/10.22430/22565337.3769openalex-snapshot
Behavior of Composite Piles Subjected to Combined Loads: Numerical Analysis
inferred← citeshttps://doi.org/10.3390/infrastructures9080123openalex-snapshot
Buckling Instability of Monopiles in Liquefied Soil via Structural Reliability Assessment Framework
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