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Journal ArticleDOI

ASCE Design Standard for Pultruded Fiber-Reinforced-Plastic (FRP) Structures

Richard E. Chambers
- 01 Feb 1997 - 
- Vol. 1, Iss: 1, pp 26-38
TLDR
The first phase of a project to develop a national consensus standard for the design, fabrication, and erection of structures constructed from pultruded fiber-reinforced-plastic structural plate, rod, and shapes is described in this paper.
Abstract
This paper presents the results of the first phase of a project to develop a national consensus standard for the design, fabrication, and erection of structures constructed from pultruded fiber-reinforced-plastic structural plate, rod, and shapes. The project was undertaken by ASCE for the Pultrusion Industry Council of the Society of the Plastics Industry, Inc. The scope of Phase 1 comprises a literature survey to assemble background information for the effort, and the development of a draft outline of the standard (i.e., a “prestandard”). The effort and significant findings are discussed in this paper. It presents the proposed prestandard outline, which is annotated to include the scope of each chapter and a brief commentary on anticipated provisions. The load and resistance factor design (LRFD) philosophy, which is the basis of the prestandard, is also discussed. Design criteria, engineering properties and factors, and ancillary standards that are needed in order to implement design via the proposed ap...

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Citations
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Journal ArticleDOI

Nonlinear finite element analysis of reinforced concrete beams strengthened by fiber-reinforced plastics

TL;DR: In this article, numerical analyses are performed using the ABAQUS finite element program to predict the ultimate loading capacity of rectangular reinforced concrete beams strengthened by fiber-reinforced plastics applied at the bottom or on both sides of these beams.
Journal ArticleDOI

Acceptable risk bases for design of structures

TL;DR: In this article, the authors propose to calibrate the proposed structural codes to traditional practice rather than from quantitative risk analysis, which may confound the process of risk communication among structural engineers, building or regulatory officials, and the public.
Journal ArticleDOI

Influence of shear deformation on buckling of pultruded fiber reinforced plastic profiles

TL;DR: Theoretical studies of the influence of shear deformation on the flexural, torsional, and lateral buckling of pultruded fiber reinforced plastic (FRP)-I-profiles are presented in this paper.
Journal Article

Application of fiber reinforced polymer composites to the highway infrastructure

TL;DR: In this paper, the authors present a study to develop a strategic plan for guiding the application of fiber reinforced polymer composites in the highway infrastructure and describe the research effort and present the strategic plan.
Journal ArticleDOI

A review on FRP-concrete hybrid sections for bridge applications

TL;DR: This paper aims to review and evaluate FRP-concrete hybrid sections in the context of bridge engineering by reviewing and evaluating two databases of flexural tests and push-out tests of shear connections.
References
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BookDOI

Minimum Design Loads for Buildings and Other Structures

null null
TL;DR: Minimum Design Loads for Buildings and Other Structures as mentioned in this paper gives the latest consensus requirements for dead, live, soil, flood, wind, snow, rain, ice, and earthquake loads.
Book

Structural design of polymer composites : EUROCOMP design code and handbook

TL;DR: In this paper, the structural design of polymer composites is provided for the first time in the context of structural applications, using glass fibre reinforced plastic materials, components, connections and assemblies.

Structural Plastics Design Manual

E. F. Gray
TL;DR: The structural behavior of structural plastics reflects a number of characteristics different from those of the metal, lumber, and concrete materials familiar to most design engineers as mentioned in this paper, and a brief review of fundamental concepts of structural behavior is presented.
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