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A platform for research: civil engineering, architecture and urbanism
Study on Flexural Capacity and Deformation of Partially Filled Steel-Fiber Lightweight Concrete Composite Beams
https://orcid.org/http://orcid.org/0009-0002-0184-5112
https://orcid.org/http://orcid.org/0009-0005-6623-9393
https://orcid.org/http://orcid.org/0009-0004-9302-4278
In order to give full play to the performance of light weight and high strength of steel-concrete composite members, this paper proposes a partially filled steel-fiber volcanic slag aggregate concrete composite beam. Through the bending static test and finite element analysis of three rectangular cross-section beam specimens, the influence of filling fiber and changing the flange width-thickness ratio parameters on the bending mechanical properties and failure modes of composite beams was studied.
Study on Flexural Capacity and Deformation of Partially Filled Steel-Fiber Lightweight Concrete Composite Beams
https://orcid.org/http://orcid.org/0009-0002-0184-5112
https://orcid.org/http://orcid.org/0009-0005-6623-9393
https://orcid.org/http://orcid.org/0009-0004-9302-4278
In order to give full play to the performance of light weight and high strength of steel-concrete composite members, this paper proposes a partially filled steel-fiber volcanic slag aggregate concrete composite beam. Through the bending static test and finite element analysis of three rectangular cross-section beam specimens, the influence of filling fiber and changing the flange width-thickness ratio parameters on the bending mechanical properties and failure modes of composite beams was studied.
Study on Flexural Capacity and Deformation of Partially Filled Steel-Fiber Lightweight Concrete Composite Beams
https://orcid.org/http://orcid.org/0009-0002-0184-5112
https://orcid.org/http://orcid.org/0009-0005-6623-9393
https://orcid.org/http://orcid.org/0009-0004-9302-4278
In order to give full play to the performance of light weight and high strength of steel-concrete composite members, this paper proposes a partially filled steel-fiber volcanic slag aggregate concrete composite beam. Through the bending static test and finite element analysis of three rectangular cross-section beam specimens, the influence of filling fiber and changing the flange width-thickness ratio parameters on the bending mechanical properties and failure modes of composite beams was studied.
Study on Flexural Capacity and Deformation of Partially Filled Steel-Fiber Lightweight Concrete Composite Beams
Advances in Engineering res
A Rashid, Ahmad Safuan Bin (editor) / Şahin, Sümer (editor) / Makhmudov, Kh. F. (editor) / Ismail, Mohamed A. (editor) / Ding, Chenyang (author) / Yan, Xu (author) / Sun, Wei (author)
International Conference on Applied Mechanics and Engineering Structures ; 2024 ; Zhuhai, China
2024-07-23
6 pages
Article/Chapter (Book)
Electronic Resource
English
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