Experiment Analysis on Crack Resistance in Negative Moment Zone of Steel–Concrete Composite Continuous Girder Improved by Interfacial Slip

Due to the strong interface effect of continuous steel–concrete composite beams with conventional shear connectors, the efficiency of applying pre-stress in the negative moment zone is greatly reduced, which leads to a difficulty of anti-cracking design in the negative moment zone of pre-stressed st...

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Detalles Bibliográficos
Autores principales: Wu, Wenqing, Dai, Jinxi, Chen, Liang, Liu, Dan, Zhou, Xiaoyi
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2022
Materias:
Article
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9739740/
https://www.ncbi.nlm.nih.gov/pubmed/36499834
http://dx.doi.org/10.3390/ma15238319

Internet

https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9739740/
https://www.ncbi.nlm.nih.gov/pubmed/36499834
http://dx.doi.org/10.3390/ma15238319

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