Shear behavior of ferrocement thin webbed sections: Fid-Bau Portal

Fachinformationsdienst BAUdigital

A platform for research: civil engineering, architecture and urbanism

Shear behavior of ferrocement thin webbed sections

Ahmad, S.F. / Lodi, S.H. / Qureshi, J.

The shear behaviour of ferrocement channel beams have been studied by conducting tests under transverse loads for 15 beam specimens. Influence of variations of the dominant parameters were studied through systhematic tests. Test results indicate that cracking and ultimate shear strength increases with the increase in the volume of wire mesh and mortar strength, and decreases with the increase of shear span to depth ratio. A computational model based on cracking criteria related to combined stresses and ferrocement tensile stength profile distribution across beam depth has been proposed to predict the cracking strength. Also an empirical expression has been developed for the same for ease in direct design application.

Access

Check availability in my library

Order at Subito €

Page navigation

Document information

Export, share and cite

Shear behavior of ferrocement thin webbed sections

Ahmad, S.F. / Lodi, S.H. / Qureshi, J.

The shear behaviour of ferrocement channel beams have been studied by conducting tests under transverse loads for 15 beam specimens. Influence of variations of the dominant parameters were studied through systhematic tests. Test results indicate that cracking and ultimate shear strength increases with the increase in the volume of wire mesh and mortar strength, and decreases with the increase of shear span to depth ratio. A computational model based on cracking criteria related to combined stresses and ferrocement tensile stength profile distribution across beam depth has been proposed to predict the cracking strength. Also an empirical expression has been developed for the same for ease in direct design application.

Shear behavior of ferrocement thin webbed sections

Ahmad, S.F. / Lodi, S.H. / Qureshi, J.

The shear behaviour of ferrocement channel beams have been studied by conducting tests under transverse loads for 15 beam specimens. Influence of variations of the dominant parameters were studied through systhematic tests. Test results indicate that cracking and ultimate shear strength increases with the increase in the volume of wire mesh and mortar strength, and decreases with the increase of shear span to depth ratio. A computational model based on cracking criteria related to combined stresses and ferrocement tensile stength profile distribution across beam depth has been proposed to predict the cracking strength. Also an empirical expression has been developed for the same for ease in direct design application.

Access

Check availability in my library

Order at Subito €

Page navigation

Document information

Export, share and cite

Document information

Title:

Shear behavior of ferrocement thin webbed sections

Additional title:

Scherverhalten dünnstegiger Ferrozementbereiche

Contributors:

Ahmad, S.F. (author) / Lodi, S.H. (author) / Qureshi, J. (author)

Published in:

Cement and Concrete Research ; 25 ; 969-979

Publication date:

1995

Size:

11 Seiten, 9 Bilder, 1 Tabelle, 14 Quellen

ISSN:

DOI:

https://doi.org/10.1016/0008-8846(95)00092-Q

Type of media:

Article (Journal)

Type of material:

Print

Language:

English

Keywords:

Zement , Mörtel , chemische Zusammensetzung , Verbundwerkstoff , faserverstärkter Werkstoff , Scherfestigkeit , Messung , Rissbildung , Scherspannung , Scherbeanspruchung , Probenpräparation , geometrischer Parameter , Drahtnetz

Similar titles

Shear Behavior of Ferrocement Thin Webbed Sections

Ahmad, S. F. / Lodi, S. H. / Qureshi, J. | British Library Online Contents | 1995

Shear Behavior of Ferrocement Thin Webbed Sections

Ahmad, S.F. | Online Contents | 1995

Shear Strength of Ferrocement Structural Sections

Mansur, M. A. / Kiritharan, T. | British Library Online Contents | 2001

Shear Response of Prestressed Thin-Webbed Continuous Girders

Collins, Michael P. / Xie, Liping / Mihaylov, Boyan I. et al. | British Library Online Contents | 2016

Shear Behavior of Reinforced Geopolymer Concrete Thin-Webbed T-Beams

Madheswaran, C K | Online Contents | 2014