theory for the structural behavior of reinforced concrete pipe. by Frank Joseph Heger

Cover of: theory for the structural behavior of reinforced concrete pipe. | Frank Joseph Heger

Published by University Microfilms in Ann Arbor .

Written in English

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Edition Notes

Thesis (DSc.) - Massachusetts Institute of Technology, 1962.

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Pagination1 microfilm
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Open LibraryOL15389142M

Download theory for the structural behavior of reinforced concrete pipe.

Structures Strengthened with Bonded Composites presents a comprehensive resource on the strengthening of concrete, reinforced and prestressed concrete, masonry, steel and other composite structures using externally-bonded FRP composites.

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Title: Structural Behavior of Circular Reinforced Concrete Pipe-Development of Theory Author(s): Frank J. Heger Publication: Journal Proceedings Volume: 60 Issue: 11 Appears on pages(s): Keywords: Date: 11/1/ Abstract: Develops general theoretical methods to evaluate crack- Develops general theoretical methods to evaluate cracking behavior, deflection, and.

Basic Theory of Structures provides a sound foundation of structural theory. This book presents the fundamental concepts of structural behavior. Organized into 12 chapters, this book begins with an overview of the essential requirement of any structure to resist a.

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These books are used by students of top universities, institutes and colleges. Reinforced concrete (RC) is a composite material in which concrete’s relatively low tensile strength. Structural Concrete: Theory and Design is a comprehensive new textbook that fills the gap between industrial and educational requirements by helping students understand the practical aspects of the modern design of concrete structures.

Nadim Hassoun presents the analysis and design of both reinforced and prestressed concrete elements in an exceptionally logical and easy to read manner. Reinforced concrete, concrete in which steel is embedded in such a manner that the two materials act together in resisting forces. The reinforcing steel—rods, bars, or mesh—absorbs the tensile, shear, and sometimes the compressive stresses in a concrete structure.

Research in the fundamental behavior of reinforced concrete has progressed greatly since the s, particularly in the areas of shear and torsion. This large body of knowledge spawned many theories and created many terms that do not adhere to a centralized nomenclature—a very confusing situation for the engineering profession.

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The text emphasizes the basic behavior of reinforced concrete elements and of structures-in particular, their strength and deformation characteristics up to ultimate load.

Two design methods currently exist for the design of buried reinforced concrete pipe (RCP): the indirect design method and the direct design direct design method employs advanced structural analysis techniques, modern concepts of reinforced concrete design, and soil characteristics in contrast to the traditional empirical nature of the indirect design approach.

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Pimentel M, Costa P, Félix C, Figueiras J. Behavior of reinforced concrete box culverts under high embankments. Journal of Structural. Plauk, G., and Hees, G., (), "Finite Element Analysis of Reinforced Concrete Beams with Special Regard to Bond Behavior", Proceedings of IABSE Colloquium on "Advanced Mechanics of Reinforced.

The design of different reinforced concrete sections of beams will be considered in this chapter. Design and Analysis. The main task of a structural engineer is the analysis and design of structures. The two approaches of design and analysis will be used in this chapter: Design of a section.

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CONCRETE-STEEL BOND MODEL Introduction The utility of reinforced concrete as a structural material is derived from the combi-nation of concrete that is strong and relatively durable in compression with reinforcing steel that is strong and ductile in tension.

Maintaining composite action requires transfer of load between the concrete and steel.A brief history of concrete, reinforced concrete, and codes for reinforced concrete is included. Chapter 2 discusses the goals of structural design based, in part, on the limit states design concept.

It also contains a brief introduction to safety theory, a brief review of the loads considered in design, and a discussion of design for economy.This paper presents a study (experimentally) for strengthening reinforced concrete (RC) beams with Near-Surface-Mounted (NSM) technique.

The use of this technique with CFRP strips or rebars is an efficient technology for increasing the strength for flexure and shear or for repairing damaged reinforced concrete (RC) members.

The objective of this research is to study, experimentally, RC beams.

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