Interface debonding in fiber reinforced cement-matrix composites: Fid-Bau Portal

Fachinformationsdienst BAUdigital

A platform for research: civil engineering, architecture and urbanism

Interface debonding in fiber reinforced cement-matrix composites

Shannag, M. / Hansen, W. / Tjiptobroto, P.

Shear lag theory was used to predict the extend of fiber debonding at the end of the elastic range in a high performance Fiber Reinforced Concrete (FRC) such as Densified Small Particles (DSP). The analysis predicts two-way debonding at onset of first cracking in FRC's containing randomly distributed, discrete steel fibers. Findings indicate that the extend of ifber dbonding at first crackng is relatively low for DSP conatining fiber Volume fractions less than 1%. This analysis allows a more accurate prediction of elastic strain in FRC's.

Access

Check availability in my library

Order at Subito €

Page navigation

Document information

Export, share and cite

Interface debonding in fiber reinforced cement-matrix composites

Shannag, M. / Hansen, W. / Tjiptobroto, P.

Shear lag theory was used to predict the extend of fiber debonding at the end of the elastic range in a high performance Fiber Reinforced Concrete (FRC) such as Densified Small Particles (DSP). The analysis predicts two-way debonding at onset of first cracking in FRC's containing randomly distributed, discrete steel fibers. Findings indicate that the extend of ifber dbonding at first crackng is relatively low for DSP conatining fiber Volume fractions less than 1%. This analysis allows a more accurate prediction of elastic strain in FRC's.

Interface debonding in fiber reinforced cement-matrix composites

Shannag, M. / Hansen, W. / Tjiptobroto, P.

Shear lag theory was used to predict the extend of fiber debonding at the end of the elastic range in a high performance Fiber Reinforced Concrete (FRC) such as Densified Small Particles (DSP). The analysis predicts two-way debonding at onset of first cracking in FRC's containing randomly distributed, discrete steel fibers. Findings indicate that the extend of ifber dbonding at first crackng is relatively low for DSP conatining fiber Volume fractions less than 1%. This analysis allows a more accurate prediction of elastic strain in FRC's.

Access

Check availability in my library

Order at Subito €

Page navigation

Document information

Export, share and cite

Document information

Title:

Interface debonding in fiber reinforced cement-matrix composites

Contributors:

Shannag, M. (author) / Hansen, W. (author) / Tjiptobroto, P. (author)

Published in:

Journal of Composite Materials ; 33 ; 158-176

Publication date:

1999

Size:

19 Seiten, 7 Bilder, 1 Tabelle, 23 Quellen

ISSN:

Type of media:

Article (Journal)

Type of material:

Print

Language:

English

Keywords:

Faserschädigung , faserverstärkter Zement , Grenzfläche , Matrix (Grundmasse) , Rissbildung , Schubumformen , Stahlfaser , Zugfestigkeit , Zugfestigkeitsprüfung , Zugbelastung

Similar titles

Interface Debonding in Fiber Reinforced Cement-Matrix Composites

Shannag, M. / Hansen, W. / Tjiptobroto, P. | British Library Online Contents | 1998

Matrix cracking and interface debonding in fiber-reinforced cement-matrix composites

Shao, Yixin / Li, Zongjin / Shah, Surendra P. | Elsevier | 1993

Debonding at the fiber/matrix interface in carbon nanotube reinforced composites: Modelling investigation

Matveeva, Anna Y. / Lomov, Stepan V. / Gorbatikh, Larissa | British Library Online Contents | 2019

Polyolefin fiber-reinforced concrete composites. Part II. Damping and interface debonding

Yan, L. / Jenkins, C.H. / Pendleton, R.L. | Tema Archive | 2000

PAPERS - Polyolefin fiber-reinforced concrete composites: Part II. Damping and interface debonding

Yan, L. | Online Contents | 2000