Browsing by Author "Sezen, Halil"
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Cyclic shear displacement model for reinforced concrete columns
Biçici, Erkan; Sezen, Halil (Elsevier, 2021)Lateral response of reinforced concrete (RC) columns can be modeled and simulated considering three displacement components: flexural displacement, displacement due to slippage of longitudinal bars at column ends, and shear ... -
Effect of size and slenderness on the axial-compressive behavior of basalt FRP-confined predamaged concrete
Ma, Gao; Chen, Xiaohuang; Biçici, Erkan; Hou, Chunxu; Sezen, Halil (American Society of Civil Engineers (ASCE), 2021)To investigate the size and slenderness effect on the axial-compressive behavior of basalt fiber-reinforced polymer (BFRP)-confined predamaged concrete, five groups of concrete cylinders with different sizes and slenderness ... -
Interface slip model for reinforced concrete columns strengthened with concrete jacketing
Çağlar, Naci; Sichko, Alexander; Sezen, Halil; Biçiçi, Erkan; Demir, Aydın; Farah, A. Farhan (Pontificia Universidad Catolica de Chile, 2020)Retrofit and strengthening of columns can be an effective solution to improve the capacity of reinforced concrete (RC) structures when the structural details and strength are insufficient to resist extreme loads. When ... -
Reinforcement slip model considering corrosion effects
Zhang, Yixin; Biçici, Erkan; Sezen, Halil; Zheng, Shansuo (Elsevier, 2020)A new bar slip model is developed to account for the contribution of reinforcement anchorage slip to thetotal displacement of corroded reinforced concrete (RC) members. An analytical procedure is proposed tomodel the ...