Show simple item record

contributor authorZdeněk P. Bažant
contributor authorJin‐Keun Kim
contributor authorPhillip A. Pfeiffer
date accessioned2017-05-08T20:51:53Z
date available2017-05-08T20:51:53Z
date copyrightFebruary 1986
date issued1986
identifier other%28asce%290733-9445%281986%29112%3A2%28289%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/29732
description abstractThe previously derived size effect law for blunt fracture is exploited for determining the parameters of the R‐curve, of the crack band model, and of Hillerborg's fictitious crack model. No measurements of the crack length or of the unloading compliance are needed. It suffices to measure only the maximum load values for a set of geometrically similar specimens of different sizes. The parameters of the size effect law can then be identified by linear regression. The inverse slope of the regression line yields the fracture energy. The regression also has a twofold benefit: it smoothes statistically scattered data, and it extends the range of the data, so that one can do with fewer tests. From the experimentally calibrated size effect law, the R‐curve may then be obtained as the envelope of the family of fracture equilibrium curves for different specimen sizes. A simple algebraic formula for this envelope is presented. The size effect regression plot makes it also possible to determine crack band model parameters, particularly the fracture energy, the crack band width, and the strain‐softening modulus. The same is made possible for Hillerborg's model.
publisherAmerican Society of Civil Engineers
titleNonlinear Fracture Properties from Size Effect Tests
typeJournal Paper
journal volume112
journal issue2
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1986)112:2(289)
treeJournal of Structural Engineering:;1986:;Volume ( 112 ):;issue: 002
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record