All Stories

  1. Estimation of the XGBoost Regression Model Used in the Prediction of Pavement’s Mechanical and Geometrical Parameters Based on Static Interpretation of the FWD Test
  2. Reusability of reclaimed asphalt from SMA layers: extended evaluation of recovered polymer-modified bitumen properties
  3. Estimation of the Robustness of the XGBoost Regression Model in the Prediction of Pavement’s Mechanical and Geometrical Parameters Based on Static Interpretation of the FWD Test
  4. Optimisation of cement-sand mortar compositions modified with fine-grained rubber powder in relation to their mechanical performance
  5. Optimization of the Composition of Mineral–Asphalt Mixture for Pothole Repairs Based on Reclaimed Asphalt Using Innovative Chemical Activators
  6. The influence of the accuracy of reproducing the uniaxial tensile test of mild steel in the H–M plasticity model on the behaviour of a perforated thin walled shell subjected to compression
  7. A Simple Model to Estimate the Increase in Pavement Life Due to the Traffic Wander for Application in Connected and Autonomous Vehicles
  8. Mechanical performance prediction of asphalt mixtures: a baseline study of linear and non-linear regression compared with neural network modeling
  9. Discussion on the bitumen fatigue parameters interpretation for Linear Amplitude Sweep and time-sweep tests: Insights from ageing
  10. Effects of Impurities and Ageing on the Functional and Rheological Properties of Asphalts with Additives from Recovered and Pyrolysis-Processed Plastics
  11. Assessment of the Design Life of High Modulus Asphalt Concrete Pavements and Propositions of Typical Structures
  12. Stiffness Moduli Modelling and Prediction in Four-Point Bending of Asphalt Mixtures: A Machine Learning-Based Framework
  13. Linear viscoelastic transversely isotropic model based on the spectral decomposition of elasticity tensors
  14. The Influence of Mortar’s Poisson Ratio and Viscous Properties on Effective Stiffness and Anisotropy of Asphalt Mixture
  15. Assessment of the Suitability of Elastomeric Bearings Modeling Using the Hyperelasticity and the Finite Element Method
  16. A Nonlinear Elastic Model for Compressible Aluminum Alloys with Finite Element Implementation
  17. Determination of Thermal Stresses in Asphalt Layers as a Problem of Thermo-elasticity and Unsteady Heat Flow
  18. Laboratory Assessment of Low Temperature Resistance of High Modulus Asphalt Concrete in Relation to Climatic Conditions in Poland
  19. Estimation of Post-Cracking Dissipation Capabilities of Fiber Reinforced Concretes in Three Point Bending Test Monitored with Application of Digital Image Correlation System
  20. Assessment of the effect of the use of highly-modified binder on the viscoelastic and functional properties of bituminous mixtures illustrated with the example of asphalt concrete for the binder course
  21. Parametric Studies of the Load Transfer Platform Reinforcement Interaction with Columns
  22. Estimation of asphalt binders’ resistance to permanent deformation with application of the MSCR and multiple shear creep long recovery (MSCLR) tests
  23. Buckling Resistance of Quasi-Straight H-Section Beam-Columns under Unequal End Moments
  24. Wpływ rozkładu obciążenia ekwiwalentnego na zachowanie membrany modelującej zbrojenie warstwy transmisyjnej
  25. Effect of Equivalent Load Distribution on the Accuracy of Mapping the Reinforcement Load Deflection Curve in LTP
  26. Minimum Value Approach for Modelling of the Buckling Resistance of Welded I-Section High Strength Steel Columns
  27. Approximation Method for Evaluation of Strains and Forces in LTP Reinforcement of Embankments on Columns
  28. Verification of the Thin-walled Beam Theory with Application of FEM and Shell Modelling
  29. Out-of-plane buckling resistance of rolled steel H-section beam-columns under unequal end moments
  30. Effects of large displacements on the flexural-torsional buckling resistance of steel H-section beam-columns
  31. FEM modeling of different factors affecting the cross wind direction vibrations of a tall building steel spire
  32. On LTB predictions using equivalent geometric imperfection modeling
  33. Buckling resistance of steel H-section beam–columns: In-plane buckling resistance
  34. Local Plastic Instabilities of Perforated Thin-Walled Bars – FEM Modelling and DIC Verification
  35. Comparison of different fatigue life definitions
  36. Assessment of Optimization Methods Used to Determine Plasticity Parameters Based on DIC and back Calculation Methods
  37. Marchant - Rankine’s - Murzewski approach for modelling of the buckling resistance of welded I-section columns
  38. Analysis of a flexible road pavement on a subgrade with an inclusion in the form of a pipeline running along the road axis
  39. Review of selected fatigue criteria for hydraulic bound layers in road pavements
  40. Buckling Resistance Criteria of Prismatic Beams Under Biaxial Moment Gradient
  41. Estimation of the energy dissipation capability for chosen elastomers with application of DMA
  42. Rheological properties of road bitumens modified by natural asphalt
  43. Application of digital image correlation system for analysis of local plastic instabilities of perforated thin-walled bars
  44. On modelling of the buckling resistance of welded I-section columns
  45. Processing of four point bending test results for visco-elasticity and fatigue models
  46. LTB resistance of rolled I-section beams: FEM verification of Eurocode's buckling curve formulation
  47. Resistance of mono-axially bent beams of welded I-sections: FEM verification of Eurocode's buckling curve formulation
  48. Comparison of rheological properties of chosen elastomers used in production of bridge bearings
  49. Buckling resistance assessment of steel I-section beam-columns not susceptible to LT-buckling
  50. The buckling resistance of welded plate girders taking into account the influence of post-welding imperfections – Part 1: Parameter study
  51. Constitutive modelling of fibre reinforced nonhomogenous hyperelastic materials
  52. WPŁYW IMPERFEKCJI NA TECHNICZNE ZWICHRZENIE STALOWYCH BELEK WALCOWANYCH I SPAWANYCH
  53. Inverse analysis and DIC as tools to determine material parameters in isotropic metal plasticity models with isotropic strain hardening
  54. The influence of pavement degradation caused by cyclic loading on its failure mechanisms
  55. Application of a material fatigue damage model in 4PB tests
  56. Structural analysis of airfield concrete pavement with doweled joints taking into account curling of slabs
  57. The extended assessment of warm mix asphalts durability
  58. Recent Progress in Steel and Composite Structures
  59. A new method of buckling resistance evaluation of laterally restrained beam-columns
  60. A unified resistance verification of beam-columns not susceptible to LT-buckling
  61. Buckling resistance assessment of thin-walled open section element under pure compression
  62. Beam-Column In-Plane Resistance Based on the Concept of Equivalent Geometric Imperfections
  63. NUMERYCZNA OCENA NOŚNOŚCI BELEK STALOWYCH ZGINANYCH DWUKIERUNKOWO
  64. MODELE MES I METODY SYMULACJI W ANALIZIE ZWICHRZENIA ZGINANYCH ELEMENTÓW KONSTRUKCJI STALOWYCH
  65. On the Resistance Evaluation of Lateral-torsional Buckling of Bisymmetrical I-section Beams Using Finite Element Simulations
  66. Selection of Quiet Pavement Technology for Polish Climate Conditions on the Example of CiDRO Project
  67. Analysis of steel I-beam-columns cross-section resistance with use of finite element method
  68. Verification of plasticity theory with hardening using DIC
  69. Numerical analysis of influence of intermediate stiffeners setting on the stability behaviour of thin-walled steel tank shell
  70. The influence of binder rheological properties on asphalt mixture permanent deformation
  71. ANALIZA NOŚNOŚCI STALOWEJ RAMY PŁASKIEJ O BLACHOWNICOWYCH ELEMENTACH SMUKŁOŚCIENNYCH
  72. Determination of failure modes in brick walls using cohesive elements approach
  73. Beam-Column Resistance Interaction Criteria for In-Plane Bending and Compression
  74. Modelling of Elastomeric Bearings with Application of Yeoh Hyperelastic Material Model
  75. Preface
  76. Orthotropic composite constitutive model of mineral–asphalt mix reinforced with grid and its approximation with an isotropic model
  77. The Material Anisotropy Influence on Modelling of Rutting Test with Application of Linear Viscoelasticity Constitutive Equations
  78. Prediction of Asphalt Concrete Low-temperature Cracking Resistance on the Basis of Different Constitutive Models
  79. Analysis of fatigue damage on test sections submitted to HVS loading
  80. Binder Testing
  81. Investigations of resilient moduli of selected hydraulically bound mixtures (HBM) under cyclic load
  82. Binder fatigue properties and the results of the Rilem Round Robin Test
  83. Zintegrowane komputerowo sterowanie produkcją