Numerical investigation on the bearing capacity of RC columns strengthened by HPFL-BSP under combined loadings

Author:

Huang HuaORCID,Guo Mengxue,Zhang WeiORCID,Zeng Jie,Yang Kun,Bai Hao

Funder

Fundamental Research Funds for the Central Universities

National Natural Science Foundation of China

Chang'an University

Natural Science Foundation of Jiangsu Province

Natural Science Foundation of Shaanxi Province

Publisher

Elsevier BV

Subject

Mechanics of Materials,Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference48 articles.

1. Analysis of reinforced concrete columns subjected to combined axial, flexure, shear, and torsional loads;Mullapudi;J. Struct. Eng.,2013

2. Study on the torsion performances of concrete specially shaped columns under the actions of compression, bending, shear and torsion;Yuye;Eng. Mech.,2014

3. Quasi-static and dynamic behavior of precast concrete frames with high-performance dry connections subjected to loss of a penultimate column scenario;Kai;Eng. Struct.,2020

4. Effects of high-strength concrete on progressive collapse resistance of reinforced concrete frame;Xiaofang;J. Struct. Eng.,2020

5. Design of reinforced Concrete spandrel beams;Hsu;J. Struct. Div.,1974

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