Experimental investigation on criterion of three-dimensional mixed-mode fracture for concrete: Fid-Bau Portal

Fachinformationsdienst BAUdigital

A platform for research: civil engineering, architecture and urbanism

Experimental investigation on criterion of three-dimensional mixed-mode fracture for concrete

Song, Li / Huang, S.M. / Yang, S.C.

An investigation was carried out to establish a criterion for three-dimensional (3-D) mixed-mode fracture of concrete. Experiments on 3-D mixed-mode fracture were conducted to obtain the critical load P_cr. The stress intensity factor of the specimens per unit load with different combinations of K_I,, K_II and K_III was calculated by the mixed hybrid finite element method. Based on the stress intensity factor per unit load and the critical load, 25 groups of critical stress intensity factors were calculated, from which a criterion for the 3-D mixed-mode fracture of concrete was derived.

Access

Check availability in my library

Order at Subito €

Page navigation

Document information

Export, share and cite

Experimental investigation on criterion of three-dimensional mixed-mode fracture for concrete

Song, Li / Huang, S.M. / Yang, S.C.

An investigation was carried out to establish a criterion for three-dimensional (3-D) mixed-mode fracture of concrete. Experiments on 3-D mixed-mode fracture were conducted to obtain the critical load P_cr. The stress intensity factor of the specimens per unit load with different combinations of K_I,, K_II and K_III was calculated by the mixed hybrid finite element method. Based on the stress intensity factor per unit load and the critical load, 25 groups of critical stress intensity factors were calculated, from which a criterion for the 3-D mixed-mode fracture of concrete was derived.

Experimental investigation on criterion of three-dimensional mixed-mode fracture for concrete

Song, Li / Huang, S.M. / Yang, S.C.

An investigation was carried out to establish a criterion for three-dimensional (3-D) mixed-mode fracture of concrete. Experiments on 3-D mixed-mode fracture were conducted to obtain the critical load P_cr. The stress intensity factor of the specimens per unit load with different combinations of K_I,, K_II and K_III was calculated by the mixed hybrid finite element method. Based on the stress intensity factor per unit load and the critical load, 25 groups of critical stress intensity factors were calculated, from which a criterion for the 3-D mixed-mode fracture of concrete was derived.

Access

Check availability in my library

Order at Subito €

Page navigation

Document information

Export, share and cite

Document information

Title:

Experimental investigation on criterion of three-dimensional mixed-mode fracture for concrete

Contributors:

Song, Li (author) / Huang, S.M. (author) / Yang, S.C. (author)

Published in:

Cement and Concrete Research ; 34 ; 913-916

Publication date:

2004

Size:

4 Seiten, 6 Quellen

ISSN:

DOI:

https://doi.org/10.1016/j.cemconres.2003.10.013

Type of media:

Article (Journal)

Type of material:

Print

Language:

English

Keywords:

Bruchmechanik , Last (mechanisch) , Bruchzähigkeit , Risseinleitung , Spannungsintensitätsfaktor , Finite-Elemente-Methode , mathematisches Modell , Bruchmodul , dreidimensionale Darstellung

Similar titles

Experimental investigation on criterion of three-dimensional mixed-mode fracture for concrete

Song, L. / Huang, S. M. / Yang, S. C. | British Library Online Contents | 2004

Experimental investigation on criterion of three-dimensional mixed-mode fracture for concrete

Song, Li / Huang, S.M. / Yang, S.C. | Elsevier | 2003

Experimental investigation on criterion of three-dimensional mixed-mode fracture for concrete

Song, Li | Online Contents | 2004

Experimental Investigation on Fracture Criterion of Three-Dimensional Mixed Mode Interface Crack for Rock/Concrete

Yang, S. H. / Song, L. / Liao, H. J. et al. | British Library Online Contents | 2004

Experimental Investigation on Initial Cracking Criterion and Size Effect for I-II Mixed Mode Fracture in Concrete

Wu, Z. M. / Dong, W. / Yi, F. M. et al. | British Library Online Contents | 2007