High volume fly ash as substitution of fine aggregates with the proportion of 50%, 60%, and 70% to the shear strength of reinforced concrete beams

Publisher： Edp Sciences

E-ISSN： 2261-236x|195|issue|02024-02024

ISSN： 2261-236x

Source： MATEC Web of conference, Vol.195, Iss.issue, 2018-08, pp. : 02024-02024

Access to resources Favorite

Disclaimer: Any content in publications that violate the sovereignty, the constitution or regulations of the PRC is not accepted or approved by CNPIEC.

Previous Menu Next

Abstract

Related content

Stress-strain response of high-volume fly ash self-compacting concrete (HVFA-SCC) under uniaxial loading and its effect on the reinforced HVFA-SCC nominal strength

By  

MATEC Web of conference, Vol. 195, Iss. issue, 2018-08 ,pp. : 02023-02023

Edp Sciences

Access to resources Recommend Favorite

A Review on Early Age and Long-term Compressive Strength of High-volume Fly Ash Concrete

By Li Mu  

MATEC Web of conference, Vol. 207, Iss. issue, 2018-09 ,pp. : 01004-01004

Edp Sciences

Access to resources Recommend Favorite

Behavior of RC beams strengthened in shear with ultra-high performance fiber reinforced concrete (UHPFRC)

By  

MATEC Web of conference, Vol. 199, Iss. issue, 2018-10 ,pp. : 09002-09002

Edp Sciences

Access to resources Recommend Favorite

Failure mode in shear of steel fiber reinforced concrete beams

By  

MATEC Web of conference, Vol. 163, Iss. issue, 2018-06 ,pp. : 02003-02003

Edp Sciences

Access to resources Recommend Favorite

Effects of Incorporating High-Volume Fly Ash into Tricalcium Silicate on the Degree of Silicate Polymerization and Aluminum Substitution for Silicon in Calcium Silicate Hydrate

By Bae Sungchul   Taylor Rae   Kilcoyne David   Moon Juhyuk   Monteiro Paulo J. M.  

Materials, Vol. 10, Iss. 2, 2017-02 ,pp. : 131-131

MDPI

Access to resources Recommend Favorite