Cracked Beam Analysis
Cracked Beam Analysis is a computational mechanics methodology within structural engineering that characterizes the mechanical behavior of beams with localized stiffness reductions due to cracking, differentiating it from intact beam analysis by explicitly modeling discontinuities and altered stress distributions arising from damage-induced heterogeneities.
948
Publications
46.6K
Citations
2K
Authors
744
Institutions
Publications per year
2017–2026
281
Parents
948
1–5 of 948
2K
11
h-index
9
h-index
9
h-index
8
h-index
8
h-index
1–5 of 2K
744

University of Bologna
Bologna, Italy
15 h-index
37 publications
1.7K citations
Politecnico di Torino
Turin, Italy
12 h-index
31 publications
1.9K citations

Zhejiang University
Hangzhou, China
11 h-index
34 publications
1.8K citations

Hong Kong Polytechnic University
Hong Kong, Hong Kong
11 h-index
17 publications
1.1K citations

Centre National de la Recherche Scientifique
Paris, France
11 h-index
19 publications
597 citations

Iran University of Science and Technology
Tehran, Iran
10 h-index
22 publications
767 citations

Shanghai Jiao Tong University
Shanghai, China
10 h-index
17 publications
517 citations
National University of Singapore
Singapore, Singapore
9 h-index
24 publications
1.5K citations
1–8 of 744
JSV · 65 publications · 4.9K citations
38
h-index
76 publications · 4.3K citations
32
h-index
39 publications · 1.6K citations
26
h-index
44 publications · 1.8K citations
23
h-index
33 publications · 1.6K citations
23
h-index
1–5