Crack debonding

Int J Solids Struct 38 17 — Papanikos P, Tserpes KI, Pantelakis S Initiation and progression of composite patch debonding in adhesively repaired cracked metallic sheets.

Compos Struct 81 2 — Parisch H A continuum-based shell theory for non-linear applications. Int J Numer Methods Eng 38 11 — Compos Struct — Perera R, Bueso-Inchausti D A unified approach for the static and dynamic analyses of intermediate debonding in FRP-strengthened reinforced concrete beams. Compos Struct 92 11 — J Struct Eng 4 — Compos Part B Eng 34 8 — Rabinovitch O a Debonding analysis of fiber-reinforced-polymer strengthened beams: cohesive zone modeling versus a linear elastic fracture mechanics approach.

Eng Fract Mech 75 10 — J Eng Mech 7 — Rabinovitch O An extended high order cohesive interface approach to the debonding analysis of FRP strengthened beams. Int J Numer Methods Eng 58 13 — Constr Build Mater 17 6 — Int J Fatigue 31 10 — Comput Struct 80 14—15 — Download references. You can also search for this author in PubMed Google Scholar. Correspondence to Oded Rabinovitch.

Springer Nature remains neutral with regard to jurisdictional claims in published maps and institutional affiliations. Reprints and Permissions. Feldfogel, S. Int J Fract , — Download citation. Received : 25 May Accepted : 21 November Published : 10 December Issue Date : 01 January Anyone you share the following link with will be able to read this content:.

Sorry, a shareable link is not currently available for this article. Provided by the Springer Nature SharedIt content-sharing initiative. Skip to main content. Search SpringerLink Search. Abstract Adhesively bonded FRP patches can be used to strengthen damaged reinforced concrete slabs, which typically exhibit a two-dimensional cracking pattern. Compos Part B Eng 34 8 — Article Google Scholar Rabinovitch O a Debonding analysis of fiber-reinforced-polymer strengthened beams: cohesive zone modeling versus a linear elastic fracture mechanics approach.

View author publications. Additional information Publisher's Note Springer Nature remains neutral with regard to jurisdictional claims in published maps and institutional affiliations. Rights and permissions Reprints and Permissions. Set this parameter equal to the name of the slave surface of the contact pair used in the crack propagation analysis.

Set this parameter equal to the output frequency, in increments. If this parameter is omitted, crack propagation information will be printed in the data. Set this parameter equal to the suggested time increment for automatic time incrementation to use for the first increment just after debonding starts. The default is the last relative time given on the data lines below. The time increment size will be modified as required until debonding is complete.

Relative amplitude of the stresses at the contact interface due to bonding remaining at this time. Required parameters MASTER Set this parameter equal to the name of the master surface of the contact pair used in the crack propagation analysis. SLAVE Set this parameter equal to the name of the slave surface of the contact pair used in the crack propagation analysis.