All Stories

  1. Environment-Induced Behavior of a Turn-Back Wingwall in a Semi-Integral Abutment Bridge
  2. Full-Scale Precast UHPC–Postcast NC Hollow Composite Slab: Interface Technique Validation
  3. Optimizing UHPC Layers to Improve Punching Shear Performance in Concrete Slabs
  4. Effect of Fiber Dosages and Stirrup Ratios on Torsional Strength of Ultrahigh-Performance Concrete Beams
  5. Experimental and Analytical Investigations of Torsional Strength in Ultra-High-Performance Concrete Beams with Transverse Openings
  6. Exploring the Effect of Varying Fiber Dosages as Stirrup Substitutes in Torsion-Loaded Concrete Beams
  7. Experimental Investigation of Compound Effect of Flexural and Torsion on Fiber-Reinforced Concrete Beams
  8. Long-term performance of a continuous box-girder bridge constructed using precast segments with wet ultra-high-performance concrete (UHPC) joints
  9. Environment-Induced Performance of End Concrete Diaphragm in Skewed Semi-Integral Bridges
  10. Structural Performance of Concrete Corners Reinforced with Different Steel Reinforced Detail under Static Loading
  11. Experimental investigation of flexural and shear behaviors of reinforced concrete beam containing fine plastic waste aggregates
  12. Tensile and flexural tests on ultrahigh performance concrete grouted sleeve connection
  13. Effect of Aspect Ratios of Hooked End and Straight Steel Fibers on the Tensile Strength of UHPFRC
  14. Experimental and numerical investigation on optimized ultra-high performance concrete shear key with shear reinforcement bars
  15. Experimental validation of damaged reinforced concrete beam strengthened by pretensioned prestressed ultra-high-performance concrete layer
  16. Field validation of UHPC layer in negative moment region of steel-concrete composite continuous girder bridge
  17. Normal concrete and ultra-high-performance concrete shrinkage and creep models: Development and Application
  18. Experimental study and theoretical prediction on torsional strength with different steel fiber reinforced concretes and Cross-Section areas
  19. Experimental Study on Performance of Steel Fiber-Reinforced Concrete V-Shaped Columns
  20. A review: Material and structural properties of UHPC at elevated temperatures or fire conditions
  21. Finite Element Investigation of Corrugated Steel Pipe with Extreme Corrosion under Shallow Cover
  22. Investigation of Dynamic Impact Factor of Metal Multipipe Culvert under Shallow Cover
  23. Existing Inverse Analysis Approaches for Tensile Stress–Strain Relationship of UHPC with Treated Steel Fibers
  24. Effects of Coarse Aggregate Maximum Size on Synthetic/Steel Fiber Reinforced Concrete Performance with Different Fiber Parameters
  25. Flexural strengthening of large-scale damaged reinforced concrete bridge slab using UHPC layer with different interface techniques
  26. Structural Behavior of Reinforced Concrete Slabs Containing Fine Waste Aggregates of Polyvinyl Chloride
  27. Experimental research on torsional strength of synthetic/steel fiber-reinforced hollow concrete beam
  28. Flexural Study on UHPC–Steel Composite Beams with Joints under Negative Bending Moment
  29. Field Investigation of Metal Multi-Pipe Culvert under Shallow Cover
  30. Experimental study and theoretical prediction on shrinkage-induced restrained stresses in UHPC-RC composites under normal curing and steam curing
  31. Flexural strengthening of reinforced concrete beams or slabs using ultra-high performance concrete (UHPC): A state of the art review
  32. Numerical modeling for damaged reinforced concrete slab strengthened by ultra-high performance concrete (UHPC) layer
  33. Pipe Materials
  34. Effects of Interface Roughness on Shear Key Performance of Ultra-High Performance Concrete in Adjacent Box Girder Bridges
  35. Buildings
  36. Field investigation of ultra-high performance concrete shear key in an adjacent box-girder bridge
  37. Experimental Investigation of Thin-wall Synthetic Fiber Reinforced Concrete Pipes
  38. Experimental validation of optimized ultra-high-performance concrete shear key shape for precast pre-stressed adjacent box girder bridges
  39. Design Proposal for Synthetic Fiber-Reinforced Concrete Pipes Using Finite Element Analysis
  40. Load Capacity of Corrugated Steel Pipe with Extreme Corrosion under Shallow Cover
  41. Research
  42. Material Properties of Synthetic Fiber–Reinforced Concrete under Freeze-Thaw Conditions
  43. Shape Optimization of UHPC Shear Keys for Precast, Prestressed, Adjacent Box-Girder Bridges
  44. Fiber Orientation in Ultra-High-Performance Concrete Shear Keys of Adjacent-Box-Beam Bridges
  45. Environment-Induced Behavior of Transverse Tie Bars in Adjacent Prestressed Box-Girder Bridges with Partial Depth Shear Keys
  46. The Thermal Expansion of Synthetic Fiber-Reinforced Concrete under Air-Dry and Saturated Conditions
  47. Evaluation of Ultra-High Performance Concrete Grout Performance under Longitudinal Shear
  48. Modeling the Shear Connection in Adjacent Box-Beam Bridges with Ultrahigh-Performance Concrete Joints. I: Model Calibration and Validation
  49. Modeling the Shear Connection in Adjacent Box-Beam Bridges with Ultrahigh-Performance Concrete Joints. II: Load Transfer Mechanism
  50. Contribution of Transverse Tie Bars to Load Transfer in Adjacent Prestressed Box-Girder Bridges with Partial Depth Shear Key
  51. Laboratory Evaluation of Ultrahigh-Performance Concrete Shear Key for Prestressed Adjacent Precast Concrete Box Girder Bridges
  52. The Use of Hashin Damage Criteria, CFRP–Concrete Interface and Concrete Damage Plasticity Models in 3D Finite Element Modeling of Retrofitted Reinforced Concrete Beams with CFRP Sheets
  53. Interfacial Properties of Ultrahigh-Performance Concrete and High-Strength Concrete Bridge Connections
  54. Effect of Extreme Temperatures on the Coefficient of Thermal Expansion for Ultra-High Performance Concrete