Improvement in Durability and Mechanical Performance of Concrete Exposed to Aggressive Environments by Using Polymer.

cement-based materials durability styrene-butadiene-rubber sustainability

Journal

Materials (Basel, Switzerland)
ISSN: 1996-1944
Titre abrégé: Materials (Basel)
Pays: Switzerland
ID NLM: 101555929

Informations de publication

Date de publication:
24 May 2022
Historique:
received: 06 04 2022
revised: 08 05 2022
accepted: 18 05 2022
entrez: 10 6 2022
pubmed: 11 6 2022
medline: 11 6 2022
Statut: epublish

Résumé

Concrete is the most widely used construction material. However, it cannot sustain the harsh environment and can easily deteriorate. It results in repair and reworks that amount to a considerable loss of money and time. The life span of concrete reduces if exposed to external attacks, for instance, sulfate attacks, alkali-silica reactions, corrosion, and drying shrinkage. These ubiquitous attacks cause a reduction in service life and raise the need for early repair and maintenance, resulting in higher life cycle costs and structural failures. To resolve these issues, the potential of styrene-butadiene-rubber (SBR) ultrafine powder as cement replacement polymeric admixture at 0%, 3%, 5%, 7%, and 10% have been evaluated. The effect of SBR-powder on concrete is investigated by conducting an alkali-silica reactivity test (ASR), rapid-chloride-permeability test (RCPT), drying shrinkage, and sulfate resistivity tests. Workability, compressive and flexural strength tests are also conducted. For ASR and drying shrinkage, mortar bar samples were cast, exposed to respective environments, and the percentage change in length was measured. For mechanical tests and RCPT, prisms, cylinders and cubes were cast and tested at 28 days. The SBR-powder modification reduces concrete's permeability, drying shrinkage, and expansions due to ASR and sulfate attacks. SBR powder increased workability by 90%, compressive strength by 23%, and flexural strength by 9.4% in concrete when used at 10% cement replacement by weight. The SBR-powder (10%) modification reduced the RCPT value by up to one-third (67%), drying shrinkage by 53%, ASR by 57%, and sulfate reaction by 73%. Consequently, SBR powder usage can adequately improve the workability, mechanical properties, and durability of the concrete and lead to advanced sustainable concrete with low repair requirements.

Identifiants

pubmed: 35683048
pii: ma15113751
doi: 10.3390/ma15113751
pmc: PMC9181925
pii:
doi:

Types de publication

Journal Article

Langues

eng

Subventions

Organisme : Higher Education Commission
ID : TDF-02-111
Organisme : Ministry of Science and Higher Education of the Russian Federation under the strategic academic leadership program 'Priority 2030'
ID : 075-15-2021-1333

Références

Materials (Basel). 2019 Dec 22;13(1):
pubmed: 31877846
Materials (Basel). 2017 Feb 28;10(3):
pubmed: 28772599
Materials (Basel). 2020 Mar 07;13(5):
pubmed: 32156056
Materials (Basel). 2021 Jun 10;14(12):
pubmed: 34200691
Polymers (Basel). 2019 Aug 07;11(8):
pubmed: 31394875
Materials (Basel). 2020 Jan 21;13(3):
pubmed: 31972999

Auteurs

Maria Idrees (M)

Department of Architectural Engineering & Design, Faculty of Civil Engineering, University of Engineering and Technology, Lahore 54890, Pakistan.

Arslan Akbar (A)

Department of Architecture and Civil Engineering, City University of Hong Kong, Kowloon, Hong Kong 999077, China.

Farhan Saeed (F)

Department of Polymer Engineering, University of Engineering and Technology, Lahore 54890, Pakistan.

Huma Saleem (H)

Department of Architectural Engineering & Design, Faculty of Civil Engineering, University of Engineering and Technology, Lahore 54890, Pakistan.

Tousif Hussian (T)

Centre for Advanced Studies in Physics, Government College University, Lahore 54890, Pakistan.

Nikolai Ivanovich Vatin (NI)

Peter the Great St. Petersburg Polytechnic University, 195291 St. Petersburg, Russia.

Classifications MeSH