Works matching IS 14644177 AND DT 2022 AND VI 23 AND IP 1
Results: 46
Cover Picture: Structural Concrete 1/2022.
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- Structural Concrete, 2022, v. 23, n. 1, p. 1, doi. 10.1002/suco.202270111
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Cover Picture: Structural Concrete 1/2022.
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- Structural Concrete, 2022, v. 23, n. 1, p. 1, doi. 10.1002/suco.202270111
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Issue Information: Structural Concrete 1/2022.
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- Structural Concrete, 2022, v. 23, n. 1, p. 1, doi. 10.1002/suco.202270111
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fib‐news.
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- Structural Concrete, 2022, v. 23, n. 1, p. 621, doi. 10.1002/suco.202270010
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Editorial.
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- Structural Concrete, 2022, v. 23, n. 1, p. 4, doi. 10.1002/suco.202270001
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Corrigendum.
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- Structural Concrete, 2022, v. 23, n. 1, p. 620, doi. 10.1002/suco.202172000
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Corrigendum.
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- Structural Concrete, 2022, v. 23, n. 1, p. 619, doi. 10.1002/suco.202171000
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- Article
Effect of ultra‐high molecular weight polyethylene fiber on the early mechanical strength and shrinkage crack resistance of concrete.
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- Structural Concrete, 2022, v. 23, n. 1, p. 412, doi. 10.1002/suco.202100590
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Behavior of RC columns strengthened with UHPFRC jackets through grooving method under eccentric loading: A comparative evaluation of steel and synthetic macro fibers in UHPFRC.
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- Structural Concrete, 2022, v. 23, n. 1, p. 187, doi. 10.1002/suco.202100551
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Effect of fiber content and stress–strength ratio on the creep of basalt fiber–reinforced alkali‐activated slag concrete.
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- Structural Concrete, 2022, v. 23, n. 1, p. 382, doi. 10.1002/suco.202100443
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Experimental study on the tensile behavior of ultra‐high performance concrete fiber continuous joints.
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- Structural Concrete, 2022, v. 23, n. 1, p. 207, doi. 10.1002/suco.202100415
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Study on mechanical properties of macro‐synthetic fiber‐reinforced iron ore tailings concrete.
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- Structural Concrete, 2022, v. 23, n. 1, p. 423, doi. 10.1002/suco.202100383
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Strength of SCLC recycled springs and fibers concrete subject to high temperatures.
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- Structural Concrete, 2022, v. 23, n. 1, p. 285, doi. 10.1002/suco.202100183
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Corroded Tension Chord Model: Load‐deformation behavior of structures with locally corroded reinforcement.
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- Structural Concrete, 2022, v. 23, n. 1, p. 104, doi. 10.1002/suco.202100165
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Modeling serviceability performance and ultimate capacity of corroded reinforced and prestressed concrete structures.
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- Structural Concrete, 2022, v. 23, n. 1, p. 6, doi. 10.1002/suco.202100159
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Rotation and moment redistribution capacity of fiber‐reinforced concrete beams: Parametric analysis and code compliance.
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- Structural Concrete, 2022, v. 23, n. 1, p. 220, doi. 10.1002/suco.202100350
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Structural and economical performance of reinforced concrete frames with Dual‐Phase and TempCore® steel rebars in uncorroded and corroded conditions.
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- Structural Concrete, 2022, v. 23, n. 1, p. 67, doi. 10.1002/suco.202100253
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Analytical method for the evaluation of the residual service life of prestressed concrete beams subjected to corrosion deterioration.
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- Structural Concrete, 2022, v. 23, n. 1, p. 121, doi. 10.1002/suco.202100245
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Transfer length of corroded wires in prestressed concrete members.
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- Structural Concrete, 2022, v. 23, n. 1, p. 154, doi. 10.1002/suco.202100265
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Time‐dependent cyclic behavior of reinforced concrete bridge columns under chlorides‐induced corrosion and rebars buckling.
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- Structural Concrete, 2022, v. 23, n. 1, p. 81, doi. 10.1002/suco.202100257
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Nonlinear finite element modeling of the impact of reinforcement corrosion on bridge piers under concentric loads.
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- Structural Concrete, 2022, v. 23, n. 1, p. 138, doi. 10.1002/suco.202100254
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Engineering practices on surface damage inspection and performance evaluation of concrete bridges in China.
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- Structural Concrete, 2022, v. 23, n. 1, p. 16, doi. 10.1002/suco.202100158
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Characterization of bending performance of reinforced cementitious composites beams with hybrid fibers after exposure to high temperatures.
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- Structural Concrete, 2022, v. 23, n. 1, p. 395, doi. 10.1002/suco.202100078
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An experimental study on seismic performance levels of highly corroded reinforced concrete columns.
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- Structural Concrete, 2022, v. 23, n. 1, p. 32, doi. 10.1002/suco.202100065
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Effect of fiber type and content on the mechanical properties and shrinkage characteristics of alkali‐activated kaolin.
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- Structural Concrete, 2022, v. 23, n. 1, p. 300, doi. 10.1002/suco.202100061
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Axial compression behavior of basalt fiber‐reinforced recycled aggregate concrete‐filled square steel tubular stub column.
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- Structural Concrete, 2022, v. 23, n. 1, p. 365, doi. 10.1002/suco.202100016
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Fiber bridging in polypropylene‐reinforced high‐strength concrete: An experimental and numerical survey.
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- Structural Concrete, 2022, v. 23, n. 1, p. 457, doi. 10.1002/suco.202000779
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Basalt‐polypropylene fiber reinforced concrete for durable and sustainable pipe production. Part 2: Numerical and parametric analysis.
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- Structural Concrete, 2022, v. 23, n. 1, p. 328, doi. 10.1002/suco.202000760
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Basalt‐polypropylene fiber reinforced concrete for durable and sustainable pipe production. Part 1: Experimental program.
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- Structural Concrete, 2022, v. 23, n. 1, p. 311, doi. 10.1002/suco.202000759
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Synergetic effect of ground granulated blast‐furnace slag and hooked‐end steel fibers on various properties of steel fiber reinforced self‐compacting concrete.
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- Structural Concrete, 2022, v. 23, n. 1, p. 268, doi. 10.1002/suco.202000722
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Round robin test to compare flexural strength test methods for steel fiber‐reinforced sprayed concretes.
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- Structural Concrete, 2022, v. 23, n. 1, p. 255, doi. 10.1002/suco.202000700
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Experimental studies on rheological, mechanical, and microstructure properties of self‐compacting concrete containing perovskite nanomaterial.
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- Structural Concrete, 2022, v. 23, n. 1, p. 564, doi. 10.1002/suco.202000548
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Comprehensive fracture tests of concrete for the determination of mechanical fracture parameters.
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- Structural Concrete, 2022, v. 23, n. 1, p. 505, doi. 10.1002/suco.202000496
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Impact of condensed silica fume on splitting tensile strength and brittleness of high strength self‐compacting concrete.
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- Structural Concrete, 2022, v. 23, n. 1, p. 604, doi. 10.1002/suco.202000652
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Mechanical and conductive performance of electrically conductive cementitious composite using graphite, steel slag, and GGBS.
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- Structural Concrete, 2022, v. 23, n. 1, p. 533, doi. 10.1002/suco.202000617
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Bond deterioration effects on corroded RC bridge pier in seismic zone.
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- Structural Concrete, 2022, v. 23, n. 1, p. 51, doi. 10.1002/suco.202000681
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An assessment of factors affecting the elastic modulus of concrete.
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- Structural Concrete, 2022, v. 23, n. 1, p. 593, doi. 10.1002/suco.202000553
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Experimental study of permeability and elastic modulus of plastic concrete containing nano silica.
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- Structural Concrete, 2022, v. 23, n. 1, p. 521, doi. 10.1002/suco.202000551
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Hybrid fiber concrete with different basalt fiber length and content.
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- Structural Concrete, 2022, v. 23, n. 1, p. 346, doi. 10.1002/suco.202000472
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Self‐compacting high‐performance fiber concrete for foundations: Part 1 ‐experimental verification and design considerations.
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- Structural Concrete, 2022, v. 23, n. 1, p. 172, doi. 10.1002/suco.202000440
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Numerical study on the mechanical behavior of ultrahigh performance concrete using a three‐phase discrete element model.
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- Structural Concrete, 2022, v. 23, n. 1, p. 548, doi. 10.1002/suco.202000435
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Shrinkage, cementitious paste volume, and wet packing density of concrete.
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- Structural Concrete, 2022, v. 23, n. 1, p. 488, doi. 10.1002/suco.202000407
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Age‐dependent compressive strength and elastic modulus of fly ash‐based geopolymer concrete.
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- Structural Concrete, 2022, v. 23, n. 1, p. 473, doi. 10.1002/suco.202000372
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Experimental study on the effect of macro and microfibers on the mechanical properties of reactive powder concrete.
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- Structural Concrete, 2022, v. 23, n. 1, p. 240, doi. 10.1002/suco.202000069
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Study of using micro‐nano bubble to improve workability and durability of self‐compact concrete.
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- Structural Concrete, 2022, v. 23, n. 1, p. 579, doi. 10.1002/suco.202000208
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Effect of multi‐scale polypropylene fiber hybridization on compressive constitutive mechanics parameters of roller compacted concrete.
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- Structural Concrete, 2022, v. 23, n. 1, p. 441, doi. 10.1002/suco.202000117
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