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Journal ArticleDOI

Design-oriented stress–strain model for FRP-confined concrete

Linda Lam, +1 more
- 01 Sep 2003 - 
- Vol. 17, Iss: 6, pp 471-489
TLDR
In this paper, a new design-oriented stress-strain model is proposed for concrete confined by FRP wraps with fibres only or predominantly in the hoop direction based on a careful interpretation of existing test data and observations.
About
This article is published in Construction and Building Materials.The article was published on 2003-09-01. It has received 1161 citations till now. The article focuses on the topics: Stress–strain curve & Strength of materials.

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Citations
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A review of the present and future utilisation of FRP composites in the civil infrastructure with reference to their important in-service properties

TL;DR: In this article, the authors discuss the development of the advanced polymer composite material applications in the building and civil/structural infrastructure over the past three to four decades and highlight the important in-service research areas which are necessary to improve the understanding of the behavior of FRP materials and FRP structural components.
Journal ArticleDOI

Design-Oriented Stress-Strain Model for FRP-Confined Concrete in Rectangular Columns

TL;DR: In this paper, a simple design-oriented stress-strain model for FRP-confined concrete in rectangular columns is presented, which is an extension of a recent design-driven model developed for concrete uniformly-constructed with FRP based on test results of circular concrete specimens.
Journal ArticleDOI

Analysis-oriented stress–strain models for FRP–confined concrete

TL;DR: In this article, a critical review and assessment of existing analysis-oriented models for FRP-confined concrete is presented; this database includes 23 new tests which have not previously been published.
Journal ArticleDOI

FRP-confined concrete in circular sections: Review and assessment of stress-strain models

TL;DR: In this article, the authors present a comprehensive review of 88 models developed to predict the axial stress-strain behavior of FRP-confined concrete in circular sections, and their theoretical bases are summarized and classified into two broad categories, namely design-oriented and analysis-oriented models.
Journal ArticleDOI

Ultimate condition of fiber reinforced polymer-confined concrete

TL;DR: One important application of fiber reinforced polymer (FRP) composites is as a confining material for concrete in the retrofit of existing concrete columns by the provision of FRP jackets as discussed by the authors.
References
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Journal ArticleDOI

Theoretical stress strain model for confined concrete

TL;DR: In this paper, a stress-strain model for concrete subjected to uniaxial compressive loading and confined by transverse reinforcement is developed for concrete sections with either spiral or circular hoops, or rectangular hoops with or without supplementary cross ties.

Concise eurocode for the design of concrete buildings. based on bsi publication dd env 1992-1-1: 1992. eurocode 2: design of concrete structures. part 1: general rules and rules for buildings

A W Beeby, +1 more
TL;DR: In this article, the authors present guidance on prestressed concrete design in normal weight concrete where prestress is by fully bonded tendons, advice is given on the required numbers of tendons and the prestressing force and the limit states.
Book

Plasticity in reinforced concrete

Wai-Fah Chen
TL;DR: In this article, some basic properties of concrete and steel are discussed and failure criteria of concrete elasticity and failure of brittle fracture models are discussed. But the authors focus on the failure criteria and not the elasticity of the model.
Journal ArticleDOI

Model of Concrete Confined by Fiber Composites

TL;DR: In this article, a simple model is presented to predict the complete bilinear stress-strain response of fiber-reinforced plastic (FRP) confined concrete columns in both axial and lateral directions.
Journal ArticleDOI

Behavior of Concrete Columns Confined by Fiber Composites

TL;DR: In this paper, a series of uniaxial compression tests on concrete-filled fiber reinforced plastic (FRP) tubes are compared with the available confinement models in the literature.
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