Scaling of structural failure
ZP Bazant, EP Chen - 1997 - asmedigitalcollection.asme.org
This article attempts to review the progress achieved in the understanding of scaling and
size effect in the failure of structures. Particular emphasis is placed on quasibrittle materials …
size effect in the failure of structures. Particular emphasis is placed on quasibrittle materials …
[图书][B] Fracture and size effect in concrete and other quasibrittle materials
ZP Bazant, J Planas - 2019 - taylorfrancis.com
Fracture and Size Effect in Concrete and Other Quasibrittle Materials is the first in-depth text
on the application of fracture mechanics to the analysis of failure in concrete structures. The …
on the application of fracture mechanics to the analysis of failure in concrete structures. The …
[PDF][PDF] Bond behaviour of a multi-filament yarn embedded in a cementitious matrix
B Banholzer - 2004 - publications.rwth-aachen.de
Although the bond of a strand in a cementitious matrix is certainly predominated by the bond
properties between filaments and matrix, more detailed information is needed to evaluate …
properties between filaments and matrix, more detailed information is needed to evaluate …
Analytical simulation of pull-out tests––the direct problem
B Banholzer, W Brameshuber, W Jung - Cement and Concrete Composites, 2005 - Elsevier
In recent years many researchers developed analytical expressions to predict the bond
stress versus slip response and the bond stress distribution for different types of pull-out …
stress versus slip response and the bond stress distribution for different types of pull-out …
High-bond bars in NSC and HPC: Study on size effect and on the local bond stress-slip law
PF Bamonte, PG Gambarova - Journal of Structural Engineering, 2007 - ascelibrary.org
Size effect is studied here with reference to the bonding of short, deformed bars, embedded
in normal-strength concrete (NSC) and high-performance concrete (HPC). Tests on 48 …
in normal-strength concrete (NSC) and high-performance concrete (HPC). Tests on 48 …
Theoretical model for the bond–slip relationship between ribbed steel bars and confined concrete
W Zhao, B Zhu - Structural concrete, 2018 - Wiley Online Library
This paper conducts a theoretical research into bond–slip relationship between ribbed steel
bars and concrete. According to whether the concrete is cracked or not, the ascending part …
bars and concrete. According to whether the concrete is cracked or not, the ascending part …
Analytical evaluation of pull-out tests—the inverse problem
B Banholzer, W Brameshuber, W Jung - Cement and Concrete Composites, 2006 - Elsevier
A numerical solution routine is proposed, which provides a simple and straightforward
analytical method to evaluate the prevailing bond characteristics of a composite by means of …
analytical method to evaluate the prevailing bond characteristics of a composite by means of …
Microplane model M5f for multiaxial behavior and fracture of fiber-reinforced concrete
A Beghini, ZP Bažant, Y Zhou, O Gouirand… - Journal of engineering …, 2007 - ascelibrary.org
Despite impressive advances, the existing constitutive and fracture models for fiber-
reinforced concrete (FRC) are essentially limited to uniaxial loading. The microplane …
reinforced concrete (FRC) are essentially limited to uniaxial loading. The microplane …
Bond behaviour of GFRP bars in high-strength concrete: bar diameter effect
The effects of reinforcing bar diameter and concrete compressive strength on the bond
behaviour of glass fibre reinforced polymer (GFRP) bars were investigated. The primary …
behaviour of glass fibre reinforced polymer (GFRP) bars were investigated. The primary …
Theoretical analysis on pullout of anchor from anchor–mortar–concrete anchorage system
S Yang, Z Wu, X Hu, J Zheng - Engineering Fracture Mechanics, 2008 - Elsevier
Theoretical studies on pullout of an anchor from an anchor–adhesive/mortar–concrete
anchorage system have been carried out with the wide application of this anchorage system …
anchorage system have been carried out with the wide application of this anchorage system …