Enhancement in Chloride Diffusivity due to Flexural Damage in Reinforced Concrete Beams-Reference-Cited by-同舟云学术

Enhancement in Chloride Diffusivity due to Flexural Damage in Reinforced Concrete Beams

Author:

Al-Kutti Walid A.¹,Rahman Muhammad K.²,Shazali Mohammed A.³,Baluch Mohammed H.⁴

Affiliation:

1. Dept. of Construction Engineering, Univ. of Dammam, P.O. Box 1985, Dammam 31451, Saudi Arabia.

2. Center for Engineering Research, Research Institute, King Fahd Univ. of Petroleum & Minerals, Dhahran 31261, Saudi Arabia (corresponding author).

3. INCO Precast Engineering, Industrial Contractors Co. Ltd., P.O. Box 437, Al-Khobar 31952, Saudi Arabia.

4. Dept. of Civil Engineering, King Fahd Univ. of Petroleum & Minerals, P.O. Box 5058, Dhahran 31261, Saudi Arabia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

Reference43 articles.

3. American Concrete Institute. (2002). “Building code requirements for reinforced concrete.” ACI 318 Detroit.

5. COMSOL [Computer software]. COMSOL Burlington MA.

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