Shear Behavior of Bamboo-Reinforced Sulfur Concrete Beams Using Martian Soil Simulant

被引:1
|
作者
Soltani, Matthew [1 ]
Thiel, Mitchell [2 ]
Fishburne, Patrick [1 ]
机构
[1] Bradley Univ, Dept Civil Engn & Construct, Peoria, IL 61625 USA
[2] States Naval Civil Engn Corps, Mechanicsburg, PA 17050 USA
关键词
Bamboo; Planetary settlement; Martian concrete; Martian soil; Sulfur; Three-point-bending test;
D O I
10.1061/PPSCFX.SCENG-1482
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Mars colonization signifies the upcoming frontier in space exploration and construction. Leveraging materials native to Mars presents a sustainable strategy for building habitats. Sulfur concrete, which can be synthesized using Martian soil, surfaces as a promising material in this context. While concrete benefits from reinforcement, shipping it from Earth is prohibitively expensive. As a solution, this study explores bamboo bars as tensile reinforcements in sulfur concrete beams, examining two distinct beam sizes. The bamboo bars' ultimate tensile strength and density stand at roughly 38% and 9.5% of A36 mild steel's benchmarks, respectively. Intriguingly, bamboo-reinforced beams reported a 30% to 60% shear strength augmentation compared to their nonreinforced counterparts. The research also delved into the beam size effect, revealing that larger bamboo-reinforced beams boast an 87% enhancement in postcracking stiffness relative to their smaller counterparts.
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页数:9
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