Out-of-Plane Bending and Shear Behaviors of Steel Plate-Concrete Walls for Nuclear Power Plants
Advances in Civil Engineering, 2020 The steel plate-concrete structure, with its advantages of modular construction, good seismic capacity, and strong impact resistance, has been gradually replacing the reinforced concrete structure in the containment vessel and internal workshop structure
Zhihua Chen +3 more
doaj +1 more source
Comparative analysis of strength and deformation of reinforced concrete and steel fiber concrete slabs [PDF]
E3S Web of Conferences, 2020 The results of experimental studies of the steel fiber influence on the bearing capacity, deformability and crack resistance of reinforced concrete multi-hollow plates are given.
Surianinov Mykola +2 more
doaj +1 more source
Experimental and computational studies on the effectiveness of strengthening the concrete floor slabs of a hydroelectric power plant's powerhouse through the use of an external reinforcement system involving carbon tape application. Part I [PDF]
Нанотехнологии в строительствеIntroduction. In accordance with the Federal Law of the Russian Federation ”On the Safety of Hydraulic Structures“, it is necessary to ensure the long-term safety and reliability of operating structures at hydroelectric power plants (HPPs).
Oleg D. Rubin +4 more
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Post-Earthquake Fire Punching Shear Behavior of GFRP-Reinforced Slab-Column Connections
Advances in Civil Engineering, 2023 It is not uncommon for reinforced concrete slab-column assembly to experience a punching brittle shear failure type under seismic loading. This research work numerically investigates the punching shear behavior of interior GFRP-reinforcedslab-column ...
Tesfaye Alemu Mohammed +1 more
doaj +1 more source
Perbandingan Biaya Dan Waktu Pada Pelaksanaan Pekerjaan Konstruksi Dengan Beton Konvensional Dan Fly Slab (Studi Kasus Proyek Pembangunan Gedung Politeknik Madiun) [PDF]
, 2014 The method of construction determines the cost and the time required to complete a construction, as well as quality, safety and health (K3) and the environment produced at the end of the project.
Admojo, P. S. (Pranoto) +3 more
core
, 2003 This paper presents the results of a two-phase experimental program investigating the punching shear behavior of fiber reinforced polymer reinforced concrete (FRP RC) flat slabs with and without carbon fiber reinforced polymer (CFRP) shear reinforcement.
El-Ghandour, A. W. +2 more
core +1 more source
2D Magnetic and Topological Quantum Materials and Devices for Ultralow Power Spintronics
Advanced Functional Materials, EarlyView.2D magnets and topological quantum materials enable ultralow‐power spintronics by combining robust magnetic order with symmetry‐protected, Berry‐curvature‐driven transport. Fundamentals of 2D anisotropy and spin‐orbit‐coupling induced band inversion are linked to scalable growth and vdW stacking.
Brahmdutta Dixit +5 more
wiley +1 more source
Stress-strain behaviour of pre-stressed slabs of off-shuttering formation reinforced by carbon fiber
MATEC Web of Conferences, 2018 The paper presents calculations result of an assembled reinforced concrete hollow core slab of off-shuttering formation which has been reinforced with pre-stressed wire in its top and bottom areas reinforced with carbon fiber, in their turn. The research
Panfilov Denis +2 more
doaj +1 more source
Construction of Buildings and Structures on Rock Concrete Compensation Slabs when Building in Subsided Areas of Abandoned Coal Mines and Open Pits [PDF]
E3S Web of Conferences, 2020 For building in subsided areas of abandoned coal mines and open pits on soils damaged by anthropogenic impact and mining operations, it is proposed to base buildings and structures on a three-layer slab founda- tion including: a solid reinforced concrete
Uglyanitsa Andrey
doaj +1 more source
Nonlinear Model for Reinforced Concrete Slabs [PDF]
Journal of the Structural Division, 1978 A nonlinear finite element model is developed to analyze reinforced concrete slabs under monotonically increasing loads. The nonlinear variations in material properties through the depth of the slab are considered. Slabs are modeled as incrementally elastic, anisotropic plates. Axes of anisotropy concide with the slab yield lines.
Fuad K. Bashur, David Darwin
openaire +1 more source