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Effects of Corrosion on Compressive Arch Action and Catenary Action of RC Frames to Resist Progressive Collapse Based on Numerical Analysis. [PDF]
Materials (Basel), 2021 Many negative factors can influence the progressive collapse resistance of reinforced concrete (RC) frame structures. One of the most important factors is the corrosion of rebar within the structure. With increasing severity of corrosion, the duration, robustness, and mechanical performance can be greatly impaired.
Zhang L, Wei T, Li H, Zeng J, Deng X.
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Buildings, 2023 This paper presents numerical simulations of multi-storey reinforced concrete frames under progressive collapse scenarios. Reinforced concrete frames with different storeys are modelled using DIANA.
Qiao-Ling Fu +3 more
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Buildings, 2023 In order to study the bearing safety and influencing factors of the support structures of hydraulic tunnels in cold regions under the action of low-temperature frost heave, a mechanical model of the support structure and surrounding rock was established.
Haibo Jiang +3 more
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Analysis of Damage Mechanism of Tunnel Lining Structure under the Coupling Action of Active Fault
Advances in Civil Engineering, 2021 To reveal the failure mechanism of tunnel structure under active fault movement, based on the pseudostatic elastoplastic finite element method, the failure modes of the tunnel lining are studied under different movement ratios of strike-slip faults and ...
Guotao Yang +5 more
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Seismic damage mechanism of slope and lining in the mountain tunnel portal section [PDF]
E3S Web of Conferences, 2020 A series of numerical simulations were conducted to study the seismic response in the mountain tunnel portal section. The seismic damage mechanism, including slope cracking and landslide, rockfalls and collapse, and lining cracking were analyzed based on
Xu Hua +4 more
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Progressive collapse performance of shear strengthened RC frames by nano CFRP
Nanotechnology Reviews, 2022 To investigate the effect of nano carbon-fiber-reinforced polymer (nano CFRP) on retrofitting reinforced concrete (RC) structures, this article presented the progressive collapse performance of two half-scale four-bay RC frames including one control ...
Chen Weihong +4 more
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Effects of Floor System on Progressive Collapse Behavior of RC Frame Sub-Assemblages
Buildings, 2022 The ability to predict the resistance of reinforced concrete (RC) structures to progressive collapse as a result of an interior column removal has become a need in structural design.
Said Elkholy +2 more
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Applied Sciences, 2023 The great diffusion of masonry arch bridges, sometimes of historical interest, requires the development of simple but effective methodologies for a preliminary but reliable evaluation of their static and seismic capacity. In this paper, the behaviour under longitudinal seismic actions is analysed by using the mechanism method.
Paolo Clemente +3 more
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New analytical calculation models for compressive arch action in reinforced concrete structures [PDF]
Engineering Structures, 2018 Abstract Research challenges associated with progressive collapse of reinforced concrete (RC) structures have attracted growing attention from researchers and industries worldwide, since the 1995 explosion at the Murrah Federal Building in Oklahoma City.
Xinzheng Lu +3 more
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Analytical Model for Compressive Arch Action in Horizontally Restrained Beam-Column Subassemblages [PDF]
ACI Structural Journal, 2016 This paper presents an analytical model to predict the compressive arch action (CAA) of reinforced concrete beam-column subassemblages. In the model, a new method is proposed to quantify the strains of longitudinal reinforcement in the beam. Instead of equivalent rectangular concrete stress block, the constitutive model for concrete is employed to ...
Kang, Shao-Bo, Tan, Kang Hai
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