“…24 Hybrid fiber cementitious composites (HFC) have unique mechanical properties and a variety of fiber materials to choose from, which can effectively improve such problems. 25,26 ManjushaK et al 27 used FEA to study the mechanical behavior of engineered cementitious composites (ECC)-encased CFST columns under different eccentric loads, and the study showed that ECC-encased CFST columns had good performance. Chu 28 conducted axial load tests on CFST columns composed of ultra-high performance concrete, ECC, lightweight concrete (LWC), and clastic rubber concrete (CRC).…”
Section: Introductionmentioning
confidence: 99%
“…Specifically, the outer concrete is prone to cracking during normal use, while the CFST column as the skeleton is still in the elastic stage, which leads to the corrosion of CFST 24 . Hybrid fiber cementitious composites (HFC) have unique mechanical properties and a variety of fiber materials to choose from, which can effectively improve such problems 25,26 . ManjushaK et al 27 used FEA to study the mechanical behavior of engineered cementitious composites (ECC)‐encased CFST columns under different eccentric loads, and the study showed that ECC‐encased CFST columns had good performance.…”
Six hybrid steel and PVA fiber cementitious composite (S&PFCC)‐encased concrete‐filled steel tube (CFST) columns were designed and fabricated, and the effects of axial compression ratio, core concrete strength grade and steel tube thickness on the seismic performance of composite columns were studied. The test results show that the increase of core concrete strength can obviously improve the bearing capacity and energy dissipation capacity of composite column and can restrain the strain growth rate of steel tube after yielding. Low axial compression ratio and thicker steel tube thickness can improve the overall seismic performance of composite columns. Three calculation methods are modified, and the modified An method can predict the lateral bearing capacity of composite column well. Finally, based on the OpenSees finite element software, the seismic performance of the CFST column wrapped in S&PFCC is simulated to verify the test, and the numerical study shows that the seismic performance of the composite column can be optimized by increasing the steel fiber content, while PVA fiber has a weak effect in the elastic stage, and can effectively improve the ductility of the composite column in the plastic stage.
“…24 Hybrid fiber cementitious composites (HFC) have unique mechanical properties and a variety of fiber materials to choose from, which can effectively improve such problems. 25,26 ManjushaK et al 27 used FEA to study the mechanical behavior of engineered cementitious composites (ECC)-encased CFST columns under different eccentric loads, and the study showed that ECC-encased CFST columns had good performance. Chu 28 conducted axial load tests on CFST columns composed of ultra-high performance concrete, ECC, lightweight concrete (LWC), and clastic rubber concrete (CRC).…”
Section: Introductionmentioning
confidence: 99%
“…Specifically, the outer concrete is prone to cracking during normal use, while the CFST column as the skeleton is still in the elastic stage, which leads to the corrosion of CFST 24 . Hybrid fiber cementitious composites (HFC) have unique mechanical properties and a variety of fiber materials to choose from, which can effectively improve such problems 25,26 . ManjushaK et al 27 used FEA to study the mechanical behavior of engineered cementitious composites (ECC)‐encased CFST columns under different eccentric loads, and the study showed that ECC‐encased CFST columns had good performance.…”
Six hybrid steel and PVA fiber cementitious composite (S&PFCC)‐encased concrete‐filled steel tube (CFST) columns were designed and fabricated, and the effects of axial compression ratio, core concrete strength grade and steel tube thickness on the seismic performance of composite columns were studied. The test results show that the increase of core concrete strength can obviously improve the bearing capacity and energy dissipation capacity of composite column and can restrain the strain growth rate of steel tube after yielding. Low axial compression ratio and thicker steel tube thickness can improve the overall seismic performance of composite columns. Three calculation methods are modified, and the modified An method can predict the lateral bearing capacity of composite column well. Finally, based on the OpenSees finite element software, the seismic performance of the CFST column wrapped in S&PFCC is simulated to verify the test, and the numerical study shows that the seismic performance of the composite column can be optimized by increasing the steel fiber content, while PVA fiber has a weak effect in the elastic stage, and can effectively improve the ductility of the composite column in the plastic stage.
“…Adding fibers to the cement soil material is a simple and efficient method to improve the strength, and a large number of scholars have done research on the various strengths of fibrous cement soils (Thanushan and Sathiparan 2022, Li et al 2022a, Yang et al 2023a, PVA and basalt fiber are widely used in the reinforcement process of cement soil materials as common fiber. PVA fiber is a kind of super-extension material.…”
Section: Introductionmentioning
confidence: 99%
“…PVA fiber is a kind of super-extension material. The fracture elongation of qualified PVA fiber can reach 6.9%, thus avoiding the destruction of cementitious materials in the process of damage only through a crack, but first formed numerous micro-cracks, and finally the overall damage occurred (Li and Leung 1992), Li et al (2022b) found that PVA fiber can be combined with hydration products to improve the crack resistance of cement soil materials and enhance the durability of materials, Mercuri et al (2023) added PVA fibers with different contents and lengths to mortar, and obtained the change rule of compressive strength of mortar material with fiber, and fitted the formula by linear regression, Yang et al (2023b) added PVA fibers and expanders to cement grout and found that it improved the mechanical properties and prevented brittle damage, but reduced the thermal aging bond strength of the grout, Yao et al (2021) found that the addition of PVA fibers can improve the compressive strength, flexural strength and tensile strength of the cement soil, and can effectively reduce the width of cracks, however, when the content of fiber is more than 1%, fiber aggregation will occur inside the specimen, which will affect the improvement of strength. Mei et al (2022) found through experiments that adding 0.1% 6 mm PVA fibers to cement soil can improve the static strength best, and adding 0.3% 12 mm PVA fibers can improve the dynamic strength best.…”
PVA fiber and basalt fiber are two kinds of common fibers used to reinforce cementitious materials and are widely used in engineering, therefore it is of great interest to study the effect of the content of the two kinds of fibers on the strength change of the cementitious materials. In this study, the unconfined compressive strength(UCS) test and digital image correlation (DIC) test of cement soil with different contents (0,0.25%, 0.5%, 0.75% and 1%) were carried out. The following conclusions were drawn: in the process of uniaxial compression, the curve of specimens can be roughly divided into five stages : compaction, elasticity, plastic yield, failure and residual stage; the UCS of the soil specimens increased with the increase with the content of the two kinds of fibers, the UCS of 1 % PVA fiber can be increased to 179.32 % of the control group, but when the content is greater than 0.75%, the development of strength was limited by fiber aggregation; The modulus of deformation and the compressive toughness index of the soil specimen are linearly related to the compressive strength; DIC technology can simply and efficiently monitor the horizontal strain field changes and crack development of specimens in several stages, which can be extended to the actual project.
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