Specialized (according to Pavlov) instrumental alimentary conditioned reflexes (CR) were studied after extremely prolonged training (2500-3000 pairings). It was established that these CR were characterized by extremely rapid extinction (till 15-20 absences of instrumental reaction after only 2-7 presentations of non-reinforced conditioned stimulus, despite the classical statement on difficult extinction of consolidated CR) independently of typological features and level of alimentary motivation of animals. The results obtained allow us to set aside such reflexes as a special category of CR which are underlined by neurophysiological and neurochemical mechanisms distinct from those of commonly used in experimental practice less trained CR. The phenomenon described may be interesting in studying the processes of learning and long-term memory.
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Polymers (Basel)
September 2024
High In Tech Co., Ltd., Ulsan 44785, Republic of Korea.
Fiber-reinforced polymers (FRPs), which are resistant to corrosion, are used as reinforcement material for concrete. However, the flexural behavior of concrete members reinforced with FRPs can vary depending on the properties of FRPs. In this study, the flexural behavior of one-way concrete slab specimens reinforced with a new grid-type carbon-fiber-reinforced polymer (CFRP) (carbon grid) manufactured by bonding pultruded CFRP strands to an adhesive was investigated.
View Article and Find Full Text PDFHeliyon
October 2024
Henan Province Engineering Research Center of Material for Reinforcing Concrete Structure & Anyang Engineering Research Center of High Ductility Concrete Structure, Anyang Institute of Technology, West section of Yellow River Avenue, Anyang, 455000, China.
To optimize the brittle failure of reinforced conerete (RC) over-reinforeed beams and enhance their flexural performance, a novel structural form is proposed. To be specific, the Engineered Cementitious Composite (ECC) layer is installed on top of the RC over-reinforced beam (ERCOB). A total of six test beams are prepared, comprising one unreinforced beam and five reinforced beams.
View Article and Find Full Text PDFSensors (Basel)
October 2023
Department of Civil, Materials, and Environmental Engineering, University of Illinois Chicago, 929 West Taylor Street, Chicago, IL 60607, USA.
Basalt fiber-reinforced polymer (BFRP) reinforced concrete is a new alternative to conventional steel-reinforced concrete due to its high tensile strength and corrosion resistance characteristics. However, as BFRP is a brittle material, unexpected failure of concrete structures reinforced with BFRP may occur. In this study, the damage initiation and progression of BFRP-reinforced concrete slabs were monitored using the acoustic emission (AE) method as a structural health monitoring (SHM) solution.
View Article and Find Full Text PDFMaterials (Basel)
May 2022
Faculty of Engineering, Benha University, Benha 13511, Egypt.
In this study, the shear strength of sixteen full-scale over-reinforced concrete beams with and without nano silica (NS), constructed from high-strength concrete (HSC), was investigated both experimentally and analytically. Nano silica was used as a partial replacement for Portland cement. According to the NS ratio, the tested beams were divided into four groups: 0%, 1%, 2%, and 3%.
View Article and Find Full Text PDFPolymers (Basel)
March 2022
College of Civil Engineering, Henan University of Engineering, Zhengzhou 451191, China.
This research investigated the flexural behavior of high-strength concrete beams reinforced with continuous basalt fiber-reinforced polymer (BFRP) bars and discrete steel fibers. Five concrete beams with the dimensions of 150 × 300 × 2100 mm were constructed and tested to failure under four-point bending cyclic loading. The specimens consisted of four BFRP-reinforced concrete beams with various reinforcement ratios (), namely, 0.
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