1,142 results on '"Zhao, Xiao-Ling"'
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52. Numerical investigation of CFRP strengthened RHS members under cyclic loading
53. Hybrid double tube sections utilising seawater and sea sand concrete, FRP and stainless steel
54. Behaviour of seawater and sea sand concrete filled FRP square hollow sections
55. Bond characteristics between high/ultra-high strength steel and ultra-high modulus CFRP laminates
56. Experimental study on fatigue behavior of butt-welded thin-walled steel plates strengthened using CFRP sheets
57. Effects of UV radiation, moisture and elevated temperature on mechanical properties of GFRP pultruded profiles
58. Tensile Behavior of Anchored Stainless Steel T‐Head Blind Bolts within Concrete‐Filled Steel Square Tubes
59. Experimental and theoretical studies on reducing hot spot stress on CHS gap K-joints with CFRP strengthening
60. Fatigue behavior of concrete beams reinforced with glass- and carbon-fiber reinforced polymer (GFRP/CFRP) bars after exposure to elevated temperatures
61. Behaviour of grout-filled double-skin steel tubular T-joint subjected to low-velocity impact
62. Effects of heat input on the mechanical properties of butt-welded high and ultra-high strength steels
63. Bond-slip behaviour between FRP tubes and seawater sea sand concrete
64. Mixed mode I/II fatigue crack arrest in steel members using prestressed CFRP reinforcement
65. Analysis of failure initiation in corroded cast iron pipes under cyclic loading due to formation of through-wall cracks
66. Transition and Stability of Copolymer Adsorption Morphologies on the Surface of Carbon Nanotubes and Implications on Their Dispersion
67. Behaviors of hybrid beams composed of seawater sea-sand concrete (SWSSC) and a prefabricated UHPC shell reinforced with FRP bars
68. Behaviour of CFRP strengthened CHS members under monotonic and cyclic loading
69. Strengthening of a 19th-century roadway metallic bridge using nonprestressed bonded and prestressed unbonded CFRP plates
70. Characterization of model uncertainty of adhesively bonded CFRP-to-steel joints
71. Rate and temperature dependent relations for CFSTs and CFFTs subject to post-impact fire conditions
72. Effect of fibers configuration and thickness on tensile behavior of GFRP laminates subjected to elevated temperatures
73. Seismic performance of the concrete-encased CFST column to RC beam joint: Experiment
74. Development of prestressed unbonded and bonded CFRP strengthening solutions for tensile metallic members
75. Web crippling behavior of pultruded GFRP channel sections under transverse bearing load
76. Behaviour of ultra-high strength steel hollow tubes subjected to low velocity lateral impact: Experiment and finite element analysis
77. Durability test on the flexural performance of seawater sea-sand concrete beams completely reinforced with FRP bars
78. Bond durability of steel-FRP composite bars embedded in seawater sea-sand concrete under constant bending and shearing stress
79. Hybrid corrugated members subjected to impact loading: Experimental and numerical investigation
80. A reference free ultrasonic phased array to identify surface cracks in welded steel pipes based on transmissibility
81. Prestressed CFRP-strengthening and long-term wireless monitoring of an old roadway metallic bridge
82. Bond behavior of CFRP-steel double-lap joints exposed to marine atmosphere and fatigue loading
83. On the use of Bernstain-Bézier functions for modelling the post-fire stress-strain relationship of ultra-high strength steel (Grade 1200)
84. Low temperature impact toughness of high strength structural steel
85. The effect of manufacturing process on the post-fire mechanical response of thin-walled ultra-high strength steel (Grade 1200) tubes
86. A component-based model for innovative prefabricated beam-to-hybrid tubular column connections
87. Torsional strengthening of steel circular hollow sections (CHS) using CFRP composites
88. Performance of concrete-filled steel tubular column-wall structure subjected to ISO-834 standard fire: analytical behaviour
89. Behaviour and analysis of concrete-filled rectangular hollow sections subject to blast loading
90. Fatigue behavior of steel reinforced concrete (SRC) beams with different shear span-to-depth ratios
91. Mechanical response of ultra-high strength (Grade 1200) steel under extreme cooling conditions
92. A comparative numerical study on the innovative I-beam to thin-walled hybrid fabricated column connection
93. Experimental and numerical investigation of ductile fracture of carbon steel structural components
94. Lateral impact response of innovative hollow corrugated members
95. Effects of hydrothermal aging on carbon fibre/epoxy composites with different interfacial bonding strength
96. SCF of bird-beak SHS X-joints under asymmetrical brace axial forces
97. Thermal and mechanical properties of alkali-activated slag paste, mortar and concrete utilising seawater and sea sand
98. Mechanical performance of two-way modular FRP sandwich slabs
99. The Phase Diagram and the Application for the Quaternary System K+, NH4+SO42-//Cl−, NH4+SO42-–H2O at 80.0 °C
100. Durability study on interlaminar shear behaviour of basalt-, glass- and carbon-fibre reinforced polymer (B/G/CFRP) bars in seawater sea sand concrete environment
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