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Titlebook: Recycled Aggregate Concrete Structures; Jianzhuang Xiao Book 2018 Springer-Verlag GmbH Germany 2018 Application Guideline.Construction Man

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樓主: PLY
31#
發(fā)表于 2025-3-26 21:12:31 | 只看該作者
Constitutive Relationship of Recycled Aggregate Concrete,thout/with confinements (confined by steel tubes and by glassfiber-reinforced plastic tubes) under axial compressive loading, the tensile stress–strain curve of RAC under axial tension loading, the shear transfer behavior across cracks of RAC as well as the compressive behavior of RAC under high str
32#
發(fā)表于 2025-3-27 04:04:09 | 只看該作者
Long-Term Property of Recycled Aggregate Concrete,usion resistance, and fatigue behavior. Most studies have shown that the long-term properties of RAC are inferior to those of natural aggregate concrete (NAC), and some indicated that the long-term properties are better than those of NAC. RAC’s long-term properties are influenced by many factors suc
33#
發(fā)表于 2025-3-27 06:38:59 | 只看該作者
,Bond–Slip Between Recycled Aggregate Concrete and Rebars, requirements of reinforced concrete constructions is the bond between concrete and reinforcement. This chapter will consider the RAC replacement percentage and the steel rebar type including normal rebars and eroded rebars as the main experimental parameters. The aim of this work is to investigate
34#
發(fā)表于 2025-3-27 12:40:44 | 只看該作者
Structural Behavior of Recycled Aggregate Concrete Elements,RAC beam, the flexural and shear behavior of RAC semi-precast beam, the flexural behavior of RAC gradient slab, the punching shear behavior of steel fiber?reinforced RAC slab, the behavior of RAC column under eccentric compression. The suitability of the code formulae to calculate RAC’s bending and
35#
發(fā)表于 2025-3-27 14:01:25 | 只看該作者
Seismic Performance of Recycled Aggregate Concrete Columns,parameters in these studies are recycled coarse aggregate (RCA) replacement percentage, construction sequence, bond–slip effect, and confinement. Based on these investigations, failure pattern, hysteresis curves, skeleton curves, energy dissipation, and stiffness deterioration laws of RAC columns an
36#
發(fā)表于 2025-3-27 17:48:46 | 只看該作者
37#
發(fā)表于 2025-3-27 23:14:44 | 只看該作者
38#
發(fā)表于 2025-3-28 03:42:33 | 只看該作者
39#
發(fā)表于 2025-3-28 08:27:20 | 只看該作者
40#
發(fā)表于 2025-3-28 11:44:23 | 只看該作者
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