An experimental and numerical investigation on the flexural strengthening of full-scale corrosion-damaged RC columns using UHPC layers-Reference-Cited by-同舟云学术

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An experimental and numerical investigation on the flexural strengthening of full-scale corrosion-damaged RC columns using UHPC layers

Published:2024-10 Issue: Volume:449 Page:138269
ISSN:0950-0618
Container-title:Construction and Building Materials
language:en
Short-container-title:Construction and Building Materials

Author:

Biswas Rajib Kumar^ORCID,Misawa Takashi,Saito Takahiro,Iwanami Mitsuyasu^ORCID

Publisher

Elsevier BV

Reference59 articles.

1. Influences of location of reinforcement corrosion on seismic performance of corroded reinforced concrete beams;Ou;Eng. Struct.,2016

2. Flexural behavior of Corrosion-Damaged prestressed concrete beams;Yu;Eng. Struct.,2022

3. Shear behavior of reinforced concrete beams subjected to accelerated non-uniform corrosion;Fu;Eng. Struct.,2023

4. Effect of non-uniform rebar corrosion on structural performance of RC structures: a numerical and experimental investigation;Biswas;Constr. Build. Mater.,2020

5. Structural assessment of the coupled influence of corrosion damage and seismic force on the cyclic behaviour of RC columns;Biswas;Constr. Build. Mater.,2021

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