Passively damped bracing systems in steel frames, in which the conventional materials of the joint are replaced by high damping viscoelastic materials, have the potential of being effective practical means for passive vibration control of dynamically loaded civil engineering structures. However, this potential can be realized only if the associated structural penalties are reduced within accept...

Extensive experimental and numerical studies have been conducted to understand the bond behaviour of FRP-concrete interfaces with assumption homogenous materials. This study is aimed at a better understanding effects concrete heterogeneity on behaviour, by combination experiments mesoscale modelling. FRP-mortar bonded joints were tested using four-point bending setup. The crack initiation propa...

The importance of developing innovative support structure for underground mines has drawn much attention with the depletion shallow resources. This paper presents a hybrid tubular standing consisting an exterior container made polyvinyl chloride (PVC) and fibre-reinforced polymer (FRP) while infill is coal rejects based backfill material. FRP jacket featured high strength-to-weight ratio attach...

The failure of a reinforced concrete member strengthened with FRP laminates may be caused by crushing of concrete, rupture of FRP laminates, or by the de-lamination of the FRP sheet. Therefore, the effectiveness and failure mode of fiber-reinforced polymer (FRP) sheets applied to beams and columns is related to the degree of adhesion of the epoxy to the concrete surface. When a peeling or de-la...

This paper presents an analytical approach to describe the behavior and mode of failure of infill masonry structures strengthened with fiber-reinforced polymer (FRP) materials. The approach is used to simulate the response of strengthened infill masonry walls under the effect of out-of-plane uniformly distributed pressure simulating wind pressure. The approach includes a finite element analysis...

This paper presents a method of analysis for the response of concrete beams reinforced with fibrereinforced-plastic (FRP) tension rods and aramid spirals. Three different kinds of longitudinal reinforcement are adopted; CFRP, AFRP and GFRP. Both under-reinforced and over-reinforced sections are described. It is found that the ratio of neutral axis depth and effective depth can be used as an ind...

Fiber reinforced Polymers (FRP) have widely used for the purposes of enhances strength and ductility of concrete columns. Proper design of such hybrid columns, however, requires a better recognition of the behavior of concrete columns confined with FRP. In this paper, the influence of FRP thickness, concrete compressive strength, and column size on the performance of eccentrically loaded reacti...

Functional reactive programming facilitates programming with time-varying data that can be perceived as streams flowing through time. Thus, one can think of FRP as an inversion of flow control from the structure of the program to the structure of the data itself. In a typical (say, imperative) program, the structure of the program governs how the program will behave over time; as time moves for...

OBJECTIVE We a describe technique for correction of internal nasal valve incompetence (INVI) using functional rhinoplasty (FRP) with combined cartilaginous batten and spreader grafts and report the functional and cosmetic outcomes. DESIGN Prospective series using subjective improvement in nasal airway and quality of life. SETTING Subregional ENT centre, one operating rhinologist. PARTICIP...

Saito et al. (Modern Plastics 1997;74:175-7) have developed a low-cost transtibial prosthesis made of fiber-reinforced plastic (FRP). The prosthesis is comprised of an aluminum pylon, a cosmetic cover, and a constant cross-section composite foot into which aluminum supports are screwed to increase load-bearing capacity. Replacing these supports with a single integrated FRP stiffener significant...