Results 251 to 260 of about 101,726 (306)
Hybrid jute/carbon epoxy laminates have better mechanical performance and less drilling damage by the use of optimized stacking sequence and machining parameters. Abstract Three composite laminate systems were produced using the standard hand lay‐up method: jute‐fibre‐reinforced polymer (JFRP), carbon‐fibre‐reinforced polymer (CFRP) and a hybrid of the
Paulraj Prabhu +5 more
wiley +1 more source
Mechanical and thermal properties of ABS/Bentonite/DEHPA composites. ABSTRACT This study investigates the mechanical, thermal, and surface characteristics of acrylonitrile–butadiene–styrene (ABS) composites reinforced with bentonite and bis(2‐ethylhexyl) phosphate (DEHPA)‐modified bentonite.
İdris Karagöz +4 more
wiley +1 more source
Processing scheme of walnut shell reinforced PC/ASA biocomposites. ABSTRACT This study explores the effect of walnut shell (WS) powder as a bio‐based filler on the mechanical and thermal performance of polycarbonate (PC)/acrylonitrile–styrene–acrylate (ASA) composites.
İdris Karagöz +3 more
wiley +1 more source
This review examines bio‐based polyurethanes from renewable feedstocks, focusing on structure‐property relationships governing mechanical performance. It analyzes reinforcement strategies, benchmarks against petrochemical counterparts, and explores future directions, including non‐isocyanate routes and circular economy integration for sustainable high ...
Khaled Chawraba +4 more
wiley +1 more source
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Macromodeling of SFRC Flexural Behavior and Impact of Fiber Characteristics on Flexural Behavior
Journal of Materials in Civil Engineering, 2022AbstractWith advances in materials science, the performance of concrete materials has continued to improve, especially its compression strength.
Li Liu, William M. McGinley
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Flexural behavior of frozen soil
Canadian Geotechnical Journal, 1986Plain and reinforced frozen sand beams were loaded incrementally in pure bending at −6 and −10 °C. For plain beams, the deflection rate (during secondary creep) showed a linear relationship with applied load on a log–log scale while experimental results of beams reinforced with a single 4.76 mm diameter steel bar showed a bilinear relationship.
Sweanum Soo +2 more
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Flexural behavior of polymer concrete
Construction and Building Materials, 1999Abstract The flexural behavior of polymer concrete (PC) made with different types of resins was evaluated in this study. A total of 54 beams was tested under four-point loading (36 singly reinforced and 18 unreinforced) to examine different parameters that influence the behavior of polymer concrete in flexure.
Hisham Abdel-Fattah, Moetaz M El-Hawary
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Ferrocement—Material Behavior in Flexure
Journal of the Structural Division, 1974The results of the program are derived from 80 tests on specimens in the form of planks measuring 36 in. x 6 in. x 1 in. (914 mm x 152 mm x 25 mm) subjected to third point loading in flexure. Variables include the type, amount, strength, and orientation of the reinforcement and the strength and density of the mortar.
Colin D. Johnston, Dallas N. Mowat
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Flexural Behavior of Composite Reinforced Concrete Elements
Journal of Materials in Civil Engineering, 2001Although structural light-weight concrete has enjoyed frequent application in Europe and the United States since the 1950s, it has not been used at all in Turkey despite abundant and economical sources of natural light-weight aggregates. The reason for this reluctance is lack of confidence and technical ignorance. In order to allay, to some extent, the
Haktanir, Tefaruk, Altun, Fatih
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