Sawdust-Based Concrete Composite-Filled Steel Tube Beams: An Experimental and Analytical Investigation
نویسندگان
چکیده
Incorporating waste byproducts into concrete is an innovative and promising way to minimize the environmental impact of material while maintaining and/or improving concrete’s mechanical characteristics strength. The proper application sawdust as a pozzolan in building industry remains significant challenge. Consequently, this study conducted experimental evaluation fill material. In particular, fine aggregate offers realistic structural economical possibility for construction lightweight systems. Failure under four-point loads was investigated six concrete-filled steel tube (CFST) specimens. results indicated that recycled performed similarly conventional when used filler composite beams. effects substitution on ultimate load initial stiffness were less substantial than relative changes properties, capacity tested samples decreased moderately percentage increased. Moreover, maximum observed decrease by 6.43–30.71% replacement levels between 5% 45.1% across all samples. Additionally, using with sawdust, moment value CFST sample reduced 6.4%. Notably, exhibited flexural behavior relatively comparable standard
منابع مشابه
Experimental Investigation of Multihazard Resistant Bridge Piers Having Concrete-Filled Steel Tube under Blast Loading
This paper presents the development and experimental validation of a multizard bridge pier concept, i.e., a bridge pier system capable of providing an adequate level of protection against collapse under seismic and blast loading but not acting simultaneously . A multicolumn pier-bent with concrete-filled steel tube CFST columns is the proposed concept, and the adequacy of this system is experim...
متن کاملBehavior of FRP-Confined Concrete-Filled Steel Tube Columns
This paper presents the results of an experimental study into the behavior of concrete-filled steel tube columns confined by fiber-reinforced polymer (FRP). Eleven columns were tested to investigate the effects of the FRP layer number, the thickness of the steel tube and concrete strength on their load capacity and axial deformation capacity. The experimental results indicated that the FRP wrap...
متن کاملCapacity Assessment of Rectangular Concrete-Filled Steel Tube (RCFT) Members and Connections for Performance-Based Design of Composite Frames
This paper presents research documenting the local damage progression in rectangular concrete-filled steel tube beam-columns and connections in composite frames. Local damage is quantified through the development of damage indices based upon results of worldwide experiments. A fiber-based finite element formulation is also introduced for assessing global capacity and seismic demand.
متن کاملExperimental Study on Mechanical Behavior of Shear Connectors of Square Concrete Filled Steel Tube
In order to quantitatively evaluate the shear-bearing capacity of shear connectors of square concrete filled steel tube (CFST), push-out tests on 14 square CFSTs with shear connectors have been carried out. Among the 14 CFSTs, there are 13 specimens with steel plate connectors and one specimen with steel bar connectors. The following factors are investigated to figure out their influences on th...
متن کاملNonlinear Time-Dependent Behavior of Composite Steel-Concrete Beams
This paper presents a mixed finite element model for the nonlinear time-dependant analysis of composite beams with partial shear connection. The key idea is to consider, as a first approach, a viscoelastic/plastic model for the concrete slab in order to simulate the interaction between the time effects of concrete, such as creep and shrinkage, and the concrete cracking. Creep is taken into acco...
متن کاملذخیره در منابع من
با ذخیره ی این منبع در منابع من، دسترسی به آن را برای استفاده های بعدی آسان تر کنید
ژورنال
عنوان ژورنال: Journal of composites science
سال: 2023
ISSN: ['2504-477X']
DOI: https://doi.org/10.3390/jcs7060256