FE modeling of the interfacial behaviour of composite concrete members

[1]  Richard E. Goodman,et al.  CLOSURE ON A MODEL FOR THE MECHANICS OF JOINTED ROCK , 1968 .

[2]  Carlos A. Felippa,et al.  Iterative procedures for improving penalty function solutions of algebraic systems , 1978 .

[3]  Victor E. Saouma,et al.  Fracture Mechanics of Bond in Reinforced Concrete , 1984 .

[4]  A W Beeby,et al.  CONCISE EUROCODE FOR THE DESIGN OF CONCRETE BUILDINGS. BASED ON BSI PUBLICATION DD ENV 1992-1-1: 1992. EUROCODE 2: DESIGN OF CONCRETE STRUCTURES. PART 1: GENERAL RULES AND RULES FOR BUILDINGS , 1993 .

[5]  Victor N. Kaliakin,et al.  Insight into deficiencies associated with commonly used zero-thickness interface elements , 1995 .

[6]  P. Lourenço,et al.  Multisurface Interface Model for Analysis of Masonry Structures , 1997 .

[7]  L. J. Sluys,et al.  On the use of embedded discontinuity elements with crack path continuity for mode-I and mixed-mode fracture , 2002 .

[8]  Fernando A. Branco,et al.  CONCRETE-TO-CONCRETE BOND STRENGTH. INFLUENCE OF THE ROUGHNESS OF THE SUBSTRATE SURFACE , 2004 .

[9]  Jorge Alfaiate,et al.  The influence of mode II fracture on concrete strengthened with CFRP , 2004 .

[10]  Fernando A. Branco,et al.  Concrete-to-concrete bond strength: influence of an epoxy-based bonding agent on a roughened substrate surface , 2005 .

[11]  Fernando A. Branco,et al.  Influence of added concrete compressive strength on adhesion to an existing concrete substrate , 2006 .

[12]  Eduardo Júlio,et al.  Correlation between concrete-to-concrete bond strength and the roughness of the substrate surface , 2007 .

[13]  Eduardo Júlio,et al.  Development of a laser roughness analyser to predict in situ the bond strength of concrete-to-concrete interfaces , 2008 .

[14]  Fernando A. Branco,et al.  Accuracy of design code expressions for estimating longitudinal shear strength of strengthening concrete overlays , 2010 .