Concrete Elastic Modulus Experimental Research Based on Theory of Capillary Tension.

Zhou, Fengbin; Su, Changwang; Wu, Daifeng; Hua, Jianmin; Huang, Lepeng; Luo, Qiming; Liu, Maoyi; Nie, Mi; Tang, Chunyao

Zhou, Fengbin; Su, Changwang; Wu, Daifeng; Hua, Jianmin; Huang, Lepeng; Luo, Qiming; Liu, Maoyi; Nie, Mi; Tang, Chunyao.

Afiliación

Zhou F; School of Civil Engineering, Chongqing University, Chongqing 400045, China.
Su C; School of Civil Engineering, Chongqing University, Chongqing 400045, China.
Wu D; Chongqing Urban Investment Infrastructure Construction Co., Ltd., Chongqing 400045, China.
Hua J; School of Civil Engineering, Chongqing University, Chongqing 400045, China.
Huang L; School of Civil Engineering, Chongqing University, Chongqing 400045, China.
Luo Q; School of Civil Engineering, Chongqing University, Chongqing 400045, China.
Liu M; Chongqing Urban Investment Infrastructure Construction Co., Ltd., Chongqing 400045, China.
Nie M; Chongqing Urban Investment Infrastructure Construction Co., Ltd., Chongqing 400045, China.
Tang C; School of Civil Engineering, Chongqing University, Chongqing 400045, China.

Materials (Basel) ; 15(10)2022 May 23.

Article en En | MEDLINE | ID: mdl-35629760

Palabras clave

concrete elasticity modulus; early cracking; free shrinkage; restraint stress; theory of capillary tension

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Texto completo: 1 Bases de datos: MEDLINE Tipo de estudio: Prognostic_studies Idioma: En Revista: Materials (Basel) Año: 2022 Tipo del documento: Article País de afiliación: China

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