The bond between the textile reinforcement and the finegrade concrete (cementitious matrix) is essential for the structural behavior of textile reinforced concrete. The analysis of the bond behavior between roving and matrix is important for the development of computational methods analyzing textile reinforced concrete. Therefore, the pullout phenomenon of a roving from a matrix is investigated by analytical methods based on the implementation of various damage models for the interface.

1.
Bakis
,
C. E.
,
Uppuluri
,
V. S.
,
Nanni
,
A.
, and
Boothby
,
T. E.
,
1998
, “
Analysis of Bonding Mechanisms of Smooth and Lugged FRP Rods Embedded in Concrete
,”
Compos. Sci. Technol.
,
58
(
8
), pp.
1307
1319
.
2.
Bentur, A., and Mindess, S., 1990, Fibre Reinforced Cementitious Composites, Elsevier Applied Science, London and New York.
3.
Curbach, M., 2002, “Arbeits- und Ergebnisbericht zum Sonderforschungsbereich 528 ‘Textile Bewehrung zur bautechnischen Versta¨rkung und Instandsetzung’—Arbeits- und Ergebnisbericht fu¨r die Periode II/1999 bis I/2002,” Technische Universita¨t Dresden.
4.
Evans
,
A. G.
,
Zok
,
F. W.
, and
Davis
,
J.
,
1991
, “
The Role of Interfaces in Fiber-Reinforced Brittle Matrix Composites
,”
Compos. Sci. Technol.
,
42
, pp.
3
24
.
5.
Focacci
,
F.
,
Nanni
,
A.
, and
Bakis
,
C.
,
2000
, “
Local Bond-Slip Relationship for FRP Reinforcement in Concrete
,”
Journal of Composites for Construction
,
4
(
1
), pp.
24
31
.
6.
Guo
,
J.
, and
Cox
,
J. V.
,
2000
, “
An Interface Model of the Mechanical Interaction between FRP Bars and Concrete
,”
J. Reinf. Plast. Compos.
,
19
(
1
), pp.
15
33
.
7.
Hegger, J., 2001, “Textilbeton—1. Fachkolloquium der Sonderforschungsbereiche 528 und 532,” RWTH Aachen.
8.
Hillerborg
,
A.
,
Mode´er
,
M.
, and
Petersson
,
P. E.
,
1976
, “
Analysis of Crack Formation and Crack Growth in Concrete by Means of Fracture Mechanics and Finite Elements
,”
Cem. Concr. Res.
,
6
, pp.
773
782
.
9.
Kankam
,
C.
,
1997
, “
Relationship of Bond Stress, Steels Stress and Slip in Reinforced Concrete
,”
Journal of Structural Engineering
,
123
, pp.
79
85
.
10.
Leung
,
C.
, and
Ybanez
,
N.
,
1997
, “
Pullout of Inclined Flexible Fiber in Cementitious Composite
,”
J. Eng. Mech.
,
123
, pp.
239
246
.
11.
Mazars
,
J.
,
Dube
,
J. F.
, and
Bournazel
,
J. P.
,
1992
, “
Damage Models and Modelling Strategies for Concrete Structures Under Severe Loadings
,”
FramCoS I
,
Z. P. Bazant, ed.
, pp.
260
268
.
12.
Mazars
,
J.
, and
Pijaudier-Cabot
,
G.
,
1996
, “
Bridges Between Damage and Fracture Mechanics
,”
Fracture Mechanics of Concrete Structures
,
III
, pp.
1915
1920
.
13.
Mindess, S., and Shah, S. P., 1986, “Cement-Based Composites—Strain Rate Effects on Fracture,” Materials Research Society Symposium Proceedings, 64, Pittsburgh, Pennsylvania.
14.
Ohno, S., Hannant, D. J., and Keer, J. G., 1988, “Micromechanics of Stress Transfer Between Fibre and Matrix in Polypropylene Fibre Cement Composites,” Advancing with Composites, International Conference on Composite Materials, Milan, pp. 167–174.
15.
Ohno
,
S.
, and
Hannant
,
D. J.
,
1994
, “
Modelling the Stress-Strain Response of Continuous Fiber Reinforced Cement Composites
,”
ACI Mater. J.
,
91
(
3
), pp.
306
312
.
16.
Reinhardt, H. W., and Balazs, G. L., 1995, “Steel-Concrete Interfaces—Experimental Aspects,” Mechanics of Geomaterial Interfaces, ed., A. P. S. Selvadurai, pp. 225–279.
17.
Shah, S. P., Li, Z., and Shao, Y., 1995, “Modelling of Constitutive Relationship of Steel Fiber-Concrete Interface,” Mechanics of Geomaterial Interfaces, ed., A. P. S. Selvadurai, pp. 227–254.
18.
Soh
,
C. K.
,
Chiew
,
S. P.
, and
Dong
,
Y. X.
,
1999
, “
Damage Model for Concrete-Steel Interface
,”
J. Eng. Mech.
,
125
, pp.
979
983
.
19.
Zastrau, B. W., Richter, M., and Lepenies, I., 2001, “Zum Verbundverhalten textiler Bewehrungen in einer Feinbetonmatrix,” Mitteilungen des Institutes fu¨r Baumechanik und Bauinformatik und des Fakulta¨tsrechenzentrums, Nov./2001, Technische Universita¨t Dresden, pp. 137–154.
You do not currently have access to this content.