RT Journal Article
T1 Residual capacity assessment of reinforced concrete D-Regions affected by corrosion.
A1 Gil-Marín, Luisa María
A1 Fernández Ruiz, Manuel Alejandro
A1 Hernández-Montes, Enrique
A1 Carbonell-Márquez, Juan Francisco
K1 Hormigón armado - Corrosión
AB The repair and rehabilitation of Reinforced Concrete (RC) structures affected by the corrosion of theirreinforcement is a complex task. The estimation of the residual structural capacity of corroded RC structuresis becoming a crucial factor in the decision-making process of repair or demolition. Many researchershave studied the effects of reinforcement corrosion on the load capacity of RC beams (Bernoulli or BRegions)but little attention has been paid to disturbed or D-Regions. This piece of work presents a procedurefor the assessment of the residual structural capacity of D-Regions in RC members. The bond deteriorationbetween steel and concrete, the reduction of the cross-sectional area of reinforcement, thedeterioration of the concrete area of the cross-section and the softening of concrete has been taken intoconsideration. The accuracy of the method has been tested with experimental results which exist in relevantliterature.
PB Elsevier
YR 2020
FD 2020-07-24
LK https://hdl.handle.net/10630/28705
UL https://hdl.handle.net/10630/28705
LA eng
NO Hernández-Montes, E., Fernández-Ruiz, M. A., Carbonell-Márquez, J. F., & Gil-Martín, L. M. (2020). Residual capacity assessment of reinforced concrete D-Regions affected by corrosion. Construction and Building Materials, 263, 120228.
NO Ministry of Science and Innovation of Spain research project RTI2018-101841-BC21
DS RIUMA. Repositorio Institucional de la Universidad de Málaga
RD 24 ene 2026