Variation of flexural strength of cement mortar attacked by sulfate ions


Autoria(s): Zhang MH; 蒋敏强; Chen JK
Data(s)

2008

Resumo

Under the environment of seawater, durability of concrete materials is one of the chief factors considered in the design of structures. The decrease of durability of structures is induced by the evolution of micro-damage due to the erosion of chlorine and sulfate ions, which is characterized by the reduction of modulus, strength, and toughness of the material. In this paper, the variation of the flexural strength of cement mortar under sulfate erosion is investigated. The results obtained in present work indicate that the erosion time, concentration of sulfate solution, and water-to-cement ratio will significantly affect the flexural strength. Crown Copyright (c) 2008 Published by Elsevier Ltd. All rights reserved.

Identificador

http://dspace.imech.ac.cn/handle/311007/25378

http://www.irgrid.ac.cn/handle/1471x/6795

Idioma(s)

英语

Publicador

Oxford

Fonte

Engineering Fracture Mechanics. 8th International Conference on Fundamentals of Fracture, Clear Water Bay, PEOPLES R CHINA. JAN 03-07, 2008, pp.4948-4957.

Palavras-Chave #Cement #Concrete #Micromechanics #Void Growth #Failure Assessment #Concrete #Ratio
Tipo

会议论文