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contributor authorUlf Ohlsson
contributor authorThomas Olofsson
date accessioned2017-05-08T22:38:07Z
date available2017-05-08T22:38:07Z
date copyrightOctober 1997
date issued1997
identifier other%28asce%290733-9399%281997%29123%3A10%281027%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/84498
description abstractThe paper presents a nonlinear fracture mechanics analysis of mixed-mode fracture and anchor pullout in concrete. The analysis is based on elements with inner softening bands (ISB). A major advantage of the ISB approach is that discrete cracks can be introduced anywhere and in any direction within the finite-element mesh. Calculated loads, deformations, and crack patterns are compared to experimental results. A good correspondence is achieved.
publisherAmerican Society of Civil Engineers
titleMixed-Mode Fracture and Anchor Bolts in Concrete Analysis with Inner Softening Bands
typeJournal Paper
journal volume123
journal issue10
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(1997)123:10(1027)
treeJournal of Engineering Mechanics:;1997:;Volume ( 123 ):;issue: 010
contenttypeFulltext


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