Normal view MARC view ISBD view

Flexural capacity of reactive powder concrete

By: Muranal, Santosh M.
Contributor(s): Khadiranaikar, R. B.
Publisher: Mumbai ACC LTD 2022Edition: Vol.96(9), Sep.Description: 34-40p.Subject(s): Civil EngineeringOnline resources: Click here In: Indian Concrete Journal - ICJSummary: Reactive powder concrete (RPC) is classified under ultra high performance concrete (UHPC) vowing to its dense and uniform microstructure and mechanical properties. The design of structures with RPC is governed by its strength and toughness characters. In the present study, RPC with compressive strength of 180 MPa and flexural strength of 25 MPa was produced using local available materials. The flexural strengths of non-fibered and fiber reinforced reactive powder concrete (FRPC) are evaluated. Toughness indices for FRPC are evaluated by loaddeflection test carried on FRPC beam specimens. An analytical expression is proposed to evaluate the flexural strengths of RPC and FRPCs. FRPC beam specimens recorded higher toughness indices when compared with other class of concretes.
Tags from this library: No tags from this library for this title. Log in to add tags.
    average rating: 0.0 (0 votes)
Item type Current location Call number Status Date due Barcode Item holds
Articles Abstract Database Articles Abstract Database School of Engineering & Technology (PG)
Archieval Section
Not for loan 2023-0055
Total holds: 0

Reactive powder concrete (RPC) is classified under ultra high performance concrete (UHPC) vowing to its dense and uniform microstructure and mechanical properties. The design of structures with RPC is governed by its strength and toughness characters. In the present study, RPC with compressive strength of 180 MPa and flexural strength of 25 MPa was produced using local available materials. The flexural strengths of non-fibered and fiber reinforced reactive powder concrete (FRPC) are evaluated. Toughness indices for FRPC are evaluated by loaddeflection test carried on FRPC beam specimens. An analytical expression is proposed to evaluate the flexural strengths of RPC and FRPCs. FRPC beam specimens recorded higher toughness indices when compared with other class of concretes.

There are no comments for this item.

Log in to your account to post a comment.

Click on an image to view it in the image viewer

Unique Visitors hit counter Total Page Views free counter
Implemented and Maintained by AIKTC-KRRC (Central Library).
For any Suggestions/Query Contact to library or Email: librarian@aiktc.ac.in | Ph:+91 22 27481247
Website/OPAC best viewed in Mozilla Browser in 1366X768 Resolution.

Powered by Koha