Capillary transport of water in cracked and non-cracked UHPFRC specimens

• Type: Article in International Scientific Journal
• Date: 2019

Authors

Ana Mafalda Matos (Author) Other; Sandra Nunes (Author) FEUP; José L. Barroso Aguiar (Author) Other

Journal

Title: Journal of Advanced Concrete Technology

Vol. 17 No. 5

Pages: 244-259

ISSN: 1346-8014

Publisher: Japan Concrete Institute/Nihon Konkurito Kogaku Kyokai

Indexing

Scopus - 2 Citations

Other information

Authenticus ID: P-00Q-PND

DOI: 10.3151/jact.17.5.244

Abstract (EN): The primary goal of the present paper is to investigate the influence of cracking on water transport by capillary suction of UHPFRC. Prismatic specimens were firstly loaded under four-point bending up to specific crack open displacement (COD). Target COD, under loading, was varied between 200 and 400 ¿m, in steps of 50 ¿m. After unloading, a COD recovery was observed with residual COD ranging between 116-334 ¿m and 75-248 ¿m for UHPFRC-1.5% and UHPFRC-3.0% specimens, respectively. The crack pattern created was characterised (number of cracks and crack width) before capillarity testing. Sorptivity results of cracked UHPFRC-1.5% and UHPFRC-3% specimens remained in the range of 0.024 to 0.044 mg/(mm2.min0.5), which are about 2 to 4 times higher than the sorptivity results of non-cracked UHPFRC specimens. However, the maximum sorptivity observed on cracked UHPFRC is relatively low as compared to typical sorptivity results found in good quality conventional concrete or engineered cementitious composites (ECC). Copyright © 2019 Japan Concrete Institute.

Language: English

Type (Professor's evaluation): Scientific

No. of pages: 16