Eccentrically compressed behavior of UHPC columns considering the P-delta effect

Author:

Feng Jiahui,Shao Xudong,Qiu Minghong,He Guang,Xiao Jie

Funder

Ministry of Transport of the People's Republic of China

National Natural Science Foundation of China

National Key Research and Development Program of China

Publisher

Elsevier BV

Reference42 articles.

1. Cylinder or cube: strength testing of 80 to 200 MPa (11.6 to 29 ksi) ultra-high-performance fiber-reinforced concrete;Graybeal;Acids Mater J,2008

2. Properties of strain hardening ultra high performance fiber reinforced concrete (UHP-FRC) under direct tensile loading;Wille;Cem Concr Compos,2014

3. Effect of joint width on shear behaviour of wet joints using reactive powder concrete with confining stress;Feng;Eng Struct,2023

4. Interfacial bonding performance of 3D-printed ultra-high performance strain-hardening cementitious composites (UHP-SHCC) and cast normal concrete;Qiu;J Build Eng,2023

5. Negative moment cracking control method of continuous steel-concrete composite girder bridge based on UHPC thin layers;He;Struct Concr,2023

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