Improvement of shear capacity of RAC beams by adopting identical mortar volume method of mix-design along with dual-stage mixing approach

Autor(en):	Romio Mandal (Department of Civil Engineering, Indian Institute of Technology (ISM), Dhanbad, Jharkhand, India) Sarat Kumar Panda (Department of Civil Engineering, Indian Institute of Technology (ISM), Dhanbad, Jharkhand, India) Nishikant Kisku (Department of Civil Engineering, Birsa Institute of Technology, Dhanbad, Jharkhand, India) Puja Rajhans (Department of Civil and Environmental Engineering, Birla Institute of Technology Mesra, Mesra, Jharkhand, India) Susanta Banerjee (Department of Civil Engineering, Manipal Institute of Technology Bengaluru, Manipal Academy of Higher Education, Manipal, Karnataka, India) Sanket Nayak (Department of Civil Engineering, Indian Institute of Technology (ISM), Dhanbad, Jharkhand, India)
Medium:	Fachartikel
Sprache(n):	Englisch
Veröffentlicht in:	European Journal of Environmental and Civil Engineering, Mai 2022, n. 3, v. 27
Seite(n):	1-17
DOI:	10.1080/19648189.2022.2083023

Structurae kann Ihnen derzeit diese Veröffentlichung nicht im Volltext zur Verfügung stellen. Der Volltext ist beim Verlag erhältlich über die DOI: 10.1080/19648189.2022.2083023.

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