Beam-Column Joint with Steel Fiber Reinforced Cementitious Composite in Steel Structures
Source abstract
Abstract
This paper reports the results of an experimental examination of the structural performance of steel structures employing a beam-column joint system with steel fiber reinforced cementitious composites. The beam-column joint was achieved by filling steel fiber reinforced cementitious composites into the gap between a U-section bracket and a middle beam. Tests consisting in the application of a cyclic shear load to simple beam specimens were performed, focusing on the effect of bracket length, the effect of fiber reinforcement and the influence of loading hysteresis. The experimental results show that the specimens with steel fiber reinforced cementitious composites offer sufficient strength and ductility without prominent damage compared with the specimens employing high strength mortar and conventional concrete.
Source: openalex_inverted_index · Quality: baseline
Research context
OpenAlex topics: Structural Load-Bearing Analysis · Structural Behavior of Reinforced Concrete · Innovative concrete reinforcement materials
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Affiliations
Department of Architecture and Building Science, Tohoku University, Japan.
References (2)
Show source-provided references
1. Bache, H. H. (1981). “Densified cement/ultrafine particle-based materials.” presented at Second International Conference on Superplasticizers in Concrete, Ottawa, Canada, June, CBL Report No. 40, Aalborg Portland. 35 pp.
2. Kaneko, Y., Mihashi, H. and Kirikoshi, K. (2000b). “Mechanical properties and application of steel fiber reinforced cementitious composite.” Cement Science and Concrete Technology, (54), 723-730.