Effect of dynamic load redistribution in reinforced concrete flat-plate structures under collapse

Orton, Sarah; Jawdhari, Aamer; Tian, Yudong

doi:10.1016/j.jobe.2021.102688

Cited by 2 publications

(1 citation statement)

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“…One of the most common options for strengthening concrete structures is the reinforced concrete collar, carried out by joint grouting of damaged structures with concrete and the installation of an additional reinforcement frame. It is known that in reinforced concrete, due to its nonlinear properties under short-term dynamic loads, complex processes occur (Plevkov, 1996;Baumung et al, 2001;Plevkov et al, 2004;2008;Sarkisov et al, 2020;Venkiteela et al, 2013;Belov et al, 2016;Dong et al, 2017;Odnokopylov and Sarkisov, 2017;Gao et al, 2017;Chen et al, 2017;Demyanov and Kolchunov, 2017;Savinykh et al, 2018;He et al, 2020;Likhov et al, 2020;Orton et al, 2021). Therefore, the design of reinforced concrete structures under such types of impact is a scientific problem.…”

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confidence: 99%

Analysis of changes in the survivability of building structures reinforced after an emergency dynamic impact in the context of assessing the security of buildings in the oil and gas industry

Sarkisov¹,

Building²

2021

Int. j. adv. appl. sci.

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The relevance of the subject matter is conditioned by the technical complexity of the oil and gas facilities due to the increase in the volume and rate of raw materials production, which may be affected by shock-wave loads in emergency situations. The causes of the impact can be explosions, heavy cargo falls, terrorist attacks, natural and anthropogenic disasters, etc. These situations are very likely to cause significant damage to the building structures of industrial facilities, which necessitates their reinforcement. For further safe operation of the facility, reinforced structures must have survivability under repeated impacts no less than before the reinforcement. Given the fact that the survivability of buildings is a complex characteristic influenced by many factors, and it itself is a component of the security of a hazardous production facility, research in this area is topical. The purpose of the study is to test the developed method for assessing the survivability of a building structure under short-term shock-wave load based on the energy parameter and to analyze the results obtained in the context of assessing the security of critical oil and gas facilities. Research methods: Measurement of accelerations, deflections, and loads by strain measurement methods, graphoanalytical method of study using the Microsoft Excel software. A method for assessing the level of survivability of a building structure under shock-wave loading for critical oil and gas facilities using the survivability coefficient is developed. Using specific tests of conventional and cage-reinforced bending concrete elements for short-term dynamic load, the values of the specified coefficient are obtained. The values are compared and conclusions are drawn.

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