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Experimental study on spalling risk of concrete with 115~120MPa subject to ISO834 Fire

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Experimental study on spalling risk of concrete with 115~120MPa subject to ISO834 Fire

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Du, Y.; Zhu, Y.; Liew, R. (2018). Experimental study on spalling risk of concrete with 115~120MPa subject to ISO834 Fire. En Proceedings of the 12th International Conference on Advances in Steel-Concrete Composite Structures. ASCCS 2018. Editorial Universitat Politècnica de València. 857-861. doi:10.4995/ASCCS2018.2018.7024

Por favor, use este identificador para citar o enlazar este ítem: http://hdl.handle.net/10251/108222

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Title: Experimental study on spalling risk of concrete with 115~120MPa subject to ISO834 Fire
Author:
Issued date:
Abstract:
[EN] High strength concrete encased columns are being developed for erecting high-rise buildings as their higher load bearing capacity and smaller cross section size than normal concrete encased column. At ambient temperature, ...[+]
Subjects: ISO 834 fire , High strength concrete , Propylene fiber , Spalling , Steel fiber
Copyrigths: Reconocimiento - No comercial - Sin obra derivada (by-nc-nd)
ISBN: 9788490486016
Source:
Proceedings of the 12th International Conference on Advances in Steel-Concrete Composite Structures. ASCCS 2018.
DOI: 10.4995/ASCCS2018.2018.7024
Publisher:
Editorial Universitat Politècnica de València
Publisher version: http://ocs.editorial.upv.es/index.php/ASCCS/ASCCS2018/paper/view/7024
Conference name: 12th international conference on ‘Advances in Steel-Concrete Composite Structures’ - ASCCS 2018
Conference place: Valencia, Spain
Conference date: Junio 27-29,2018
Thanks:
The authors gratefully acknowledge the financial support of the International Structural Fire Research Laboratory (ISFRL) in Nanjing Tech University, China.
Type: Capítulo de libro Comunicación en congreso

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