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Effect of specimen size and type on real-mode-I fracture toughness of hooked-end steel fiber-reinforced concrete

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Published in:Fracture and Structural Integrity
Format: Online Article RSS Article
Published: 2026
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container_title Fracture and Structural Integrity
description
discipline_display Technology & Engineering
discipline_facet Technology & Engineering
format Online Article
RSS Article
genre Journal Article
id rss_article:12556
institution FRELIP
journal_source_facet Fracture and Structural Integrity
publishDate 2026
publishDateSort 2026
record_format rss_article
spellingShingle Effect of specimen size and type on real-mode-I fracture toughness of hooked-end steel fiber-reinforced concrete
Mechanical Engineering
Mechanical Engineering
Technology & Engineering
sub_discipline_display Mechanical Engineering
sub_discipline_facet Mechanical Engineering
subject_display Mechanical Engineering
Mechanical Engineering
Technology & Engineering
Mechanical Engineering
Mechanical Engineering
Technology & Engineering
subject_facet Mechanical Engineering
Mechanical Engineering
Technology & Engineering
title Effect of specimen size and type on real-mode-I fracture toughness of hooked-end steel fiber-reinforced concrete
title_auth Effect of specimen size and type on real-mode-I fracture toughness of hooked-end steel fiber-reinforced concrete
title_full Effect of specimen size and type on real-mode-I fracture toughness of hooked-end steel fiber-reinforced concrete
title_fullStr Effect of specimen size and type on real-mode-I fracture toughness of hooked-end steel fiber-reinforced concrete
title_full_unstemmed Effect of specimen size and type on real-mode-I fracture toughness of hooked-end steel fiber-reinforced concrete
title_short Effect of specimen size and type on real-mode-I fracture toughness of hooked-end steel fiber-reinforced concrete
title_sort effect of specimen size and type on real-mode-i fracture toughness of hooked-end steel fiber-reinforced concrete
topic Mechanical Engineering
Mechanical Engineering
Technology & Engineering
url https://www.fracturae.com/index.php/fis/article/view/5800