Numerical Simulation Study of Concrete Beam with Bonding Steel Plates Bending Failure

Abstract:

In the sphere of the consolidating technique of the engineering structure the new and developing theory of the steel adhered reinforcement has gradually applied to the practical engineering. Reinforcement steel structural adhesive is a method using steel plate pasting on the component surface to improve bearing capacity of the structure, which is widely used in reinforced concrete bending, eccentric compression and tension reinforcement. In this paper, based on continuum damage theory and statistical strength theory, Starting from each phase of the concrete, medium micro softening plasticity and strain of non-uniform, Numerical simulation of steel bonded reinforcement bending failure of concrete beam was carried out and Analysis of the crack propagation and failure form were put forward. Based on FEM analysis, the size of material and binder were selected reasonably, ensuring the safety and durability of concrete beams, provide technical support for the practical engineering as well.

• Periodical: Advanced Materials Research (Volumes 889-890)
• Pages: 645-649
• DOI: https://doi.org/10.4028/www.scientific.net/AMR.889-890.645
• Online since: February 2014
• Authors: Li Song*, Sai Ping Wei, Lin Gu, Cheng Fan
• Keywords: Concrete Beam, Elastic-Plastic-Brittle Damage, Heterogeneity, Steel-Bonded Reinforcement, Strain Softening

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