Reduction mechanisms of static compressive strength in concrete due to permeation of liquids-Reference-Cited by-同舟云学术

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Reduction mechanisms of static compressive strength in concrete due to permeation of liquids

Published:2012-10 Issue: Volume:35 Page:808-816
ISSN:0950-0618
Container-title:Construction and Building Materials
language:en
Short-container-title:Construction and Building Materials

Author:

Onoue Kozo,Matsushita Hiromichi

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction,Civil and Structural Engineering

Reference19 articles.

1. Effect of aggregate on shrinkage of concrete and a hypothesis concerning shrinkage;Pickett;J ACI,1956

2. Long-time creep and shrinkage tests of plain and reinforced concrete;Troxell;Proc ASTM,1958

3. The strength of cement based materials from the viewpoint of surface energy (in Japanese);Hori;J Ceram Asoc Jpn,1962

4. Strength reduction and length changes in concrete and mortar on water and methanol sorption;Cook;Cem Concr Res,1974

5. Moisture effect on the mechanical properties of cement mortar;Okajima;Trans Jpn Concr Inst,1980

Cited by 2 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Damage Evaluation of Concrete Under Cyclic Loading by Crack Observation;High Tech Concrete: Where Technology and Engineering Meet;2017-08-06

2. Reduction mechanisms of fatigue strength of concrete under compression due to permeation of liquids;Construction and Building Materials;2012-12

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