In this study, discrepancies between the free vibration of fiber-metal laminate (FML) and composite cylindrical shells reinforced by carbon nanotubes (CNTs) based on Love’s first approximation shell theory have been considered by beam modal function model. The representative volume elements consist of three and four phases for composite and FML structures, respectively, which include fiber, CNT...

Fiber-reinforced laminated composites are frequently preferred in many engineering projects. With the development in production technology, the using of the fiber reinforced laminated composites has been increasing in engineering applications. In the production stage of the fiber-reinforced laminated composites, porosities could be occurred due to production or technical errors. After a level o...

In this study the performance of clay nano-particles on the soil reinforced with Polypropylene fibers (PP-fiber) has been investigated. Also a series of investigations concerning the effect of random orientation of fibers on the engineering behaviour of soil were conducted. Soil mixtures were modified with varying percentages of nanoclay and Fibers. Unconfined compressive strength (UCS), Compac...

Within the European project e-SAFE (Energy and Seismic AFfordable rEnovation solutions), this paper presents experimental tests modeling attempts for a class of Asymmetric Friction Connections (AFCs) tested in laboratories Norwegian University Life Sciences. The AFCs are part seismic retrofitting solution, called e-CLT, based on installing Cross-Laminated Timber (CLT) panels reinforced concrete...

Brittle fracture is one of the principal disincentives to limit use ultrahigh-strength steels in tall buildings. This paper proposes a novel column-to-column connection without full penetration welding reinforced concrete-filled steel tubular composite columns. The describes an experimental investigation into flexural behavior proposed RCFST connection, which was manufactured using grades H-SA7...

Many recent studies in the development of floating concrete structures focused on a connection system made of modules. In the connection system, the modules are designed to be attached by pre-stressing (PS) while floating on the water, which exposes them to loads on the surface of the water. Therefore, the development of a pre-connection material becomes critical to ensure successful bonding of...

in this research the effect of randomly reinforced soil and soil cement with different percent of cement and fiber and different length of fiber was investigated. samples were prepared according to the maximum dry unit weight and optimum water content due to the corresponding compaction curves. compressive and tensile strength were conducted on samples for different curing times. regression equ...

An experimental study is conducted on three ½ scales, single-story, single-bay, frame specimens. The first specimen was a reinforced concrete frame with solid-brick infill. The second specimen was a reinforced concrete frame with hollow clay perforated-brick infill. The last specimen was a reinforced concrete frame without any infill. These three specimens were tested by pseudostatic method. Di...

Keiko Motoyama, Yuji Nakai, Tomoya Miyashita, Yuichiro Fukui, Maki Morita, Kazutsuka Sanmiya, Hiroyuki Sakakibara, Ichiro Matsumoto, Keiko Abe, Takafumi Yakabe, Nobuhiro Yajima, and Kayoko Shimoi Graduate School of Nutritional and Environmental Sciences, Institute for Environmental Sciences, and Global COE Program, University of Shizuoka, Shizuoka; Graduate School of Agricultural and Life Scien...

† This work was supported in part by NSF Grants CCR-9207971 and CCR-9509589, funding from the Apple Computer Advanced Technology Group, and donations from Thinking Machines Corporation. Our T.M.C. CM-5 was purchased through NSF Grant CDA-9024618, with matching funding from the University of Wisconsin Graduate School. ‡ Editor, IEEE P1596.2 proposed Standard. The views expressed in this paper ar...