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    Chapter and Conference Paper

    A Study of Australian Glulam

    Australia and New Zealand are debating how they should develop a new specification for structural glulam to replace AS/NZS 1328.1:1998. The new document will include i) performance requirements and ii) methods...

    H. R. Milner, Con Y. Adam in Materials and Joints in Timber Structures (2014)

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    Chapter and Conference Paper

    Flexural Behavior and Single Fiber-Matrix Bond-Slip Behavior of Macro Fiber Reinforced Fly Ash-Based Geopolymers

    A study on flexural response and single fiber-matrix bond-slip behavior in fly ash-based geopolymer reinforced with different types of macro steel fibers is presented. Although direct correlations between bon...

    Mohammed Farooq, Aamer Bhutta in High Tech Concrete: Where Technology and E… (2018)

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    Chapter

    Composite Beams

    Composite flexural members are composed of two separate concrete placements that are connected to behave as a single beam element; the separate elements can be either precast or cast-in-place. The most common for...

    Charles W. Dolan, H. R. (Trey) Hamilton in Prestressed Concrete (2019)

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    Chapter

    Axially Loaded Members

    The primary motivation in prestressing concrete is to offset tensile stresses that develop in flexural members. Consequently, using prestressed concrete in members that are largely loaded in axial compression ...

    Charles W. Dolan, H. R. (Trey) Hamilton in Prestressed Concrete (2019)

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    Chapter

    Comprehensive Problems

    Design of prestressed concrete is more intense than design of reinforced concrete and requires more checks and adjustment of reinforcement. The following comprehensive problems are developed to allow mastery o...

    Charles W. Dolan, H. R. (Trey) Hamilton in Prestressed Concrete (2019)

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    Chapter

    Connections and Anchoring to Concrete

    Structures require members to be connected and loads to be transferred. These loads can be simple bearing, cast-in-place continuous joints, or mechanical attachments. Three tools assist in connection design: shea...

    Charles W. Dolan, H. R. (Trey) Hamilton in Prestressed Concrete (2019)

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    Chapter

    Basic Concepts

    Most concrete construction in the world is cast-in-place reinforced concrete. In reinforced concrete structures, steel reinforcement is placed into the concrete to provide the tensile resistance to flexural loads...

    Charles W. Dolan, H. R. (Trey) Hamilton in Prestressed Concrete (2019)

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    Chapter

    Materials

    The primary material considerations for prestressed concrete structures are the mechanical properties and durability of concrete, prestressed and nonprestressed reinforcement, and anchorage devices. The first ...

    Charles W. Dolan, H. R. (Trey) Hamilton in Prestressed Concrete (2019)

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    Chapter

    Flexural Basics of Analysis and Design

    Analysis and design are two interrelated activities. Analysis is the determination of the effect of loads in a member based on the given properties and applied loads. Analysis is typically a deterministic process...

    Charles W. Dolan, H. R. (Trey) Hamilton in Prestressed Concrete (2019)

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    Chapter

    Shear and Torsion

    The behavior of beams and slabs in flexure is well understood and is generally predicted with satisfactory margin of error as reflected by the strength reduction factor. Flexure is considered on a section basi...

    Charles W. Dolan, H. R. (Trey) Hamilton in Prestressed Concrete (2019)

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    Chapter

    Continuous Slabs and Beams

    Continuity provides an economic benefit with shallow sections and longer spans possible. Continuity also inherently improves safety due to the redundancy provided by the continuity. This comes at a price of in...

    Charles W. Dolan, H. R. (Trey) Hamilton in Prestressed Concrete (2019)

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    Chapter

    Strut-and-Tie Method

    Beam theory, including the assumption that plane sections remain plane, does not apply at points closer than the distance h to a discontinuity in applied load or geometry. This leads to the identification of disc...

    Charles W. Dolan, H. R. (Trey) Hamilton in Prestressed Concrete (2019)

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    Chapter

    Prestressed Concrete Applications

    Prestressed concrete is adaptable to a wide variety of structural systems. These include pretensioned and post-tensioned structures, both cast-in-place and precast, and other prestressed elements in conjunctio...

    Charles W. Dolan, H. R. (Trey) Hamilton in Prestressed Concrete (2019)

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    Chapter

    Partial Loss of Prestress

    Prestressing a concrete member effectively applies a substantial axial force to the member that is in place for its entire service life. In both pretensioned and post-tensioned methods of prestressing, this pr...

    Charles W. Dolan, H. R. (Trey) Hamilton in Prestressed Concrete (2019)

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    Chapter

    Flexure: Design

    Structural design involves determining the section and material properties followed by prestress details to satisfy serviceability, strength, and detailing. The process typically begins by validating that serv...

    Charles W. Dolan, H. R. (Trey) Hamilton in Prestressed Concrete (2019)

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    Chapter

    Camber and Deflections

    The primary purpose of prestressing concrete is to increase the load at which the concrete cracks. The consequence is that, depending on the choices made by the engineer, the section remains uncracked over a m...

    Charles W. Dolan, H. R. (Trey) Hamilton in Prestressed Concrete (2019)

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    Chapter

    Two-Way Slabs

    Prestressed concrete slabs are used in buildings, parking garages, roofs, decks, and other similar applications. They may be either one-way slabs, spanning in predominately one direction, or two-way slabs, spanni...

    Charles W. Dolan, H. R. (Trey) Hamilton in Prestressed Concrete (2019)

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    Chapter

    Spliced Girders

    Precast, prestressed girders are widely used in buildings and bridges; however, one of their main limitations is the length of the span that can be shipped or the capacity of a simple span beam. AASHTO girder ...

    Charles W. Dolan, H. R. (Trey) Hamilton in Prestressed Concrete (2019)

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    Chapter and Conference Paper

    Experimental and Numerical Investigation of Innovative Composite Buckling-Restrained Fuse

    Fuses or sacrificial elements are the weakest part of a structural member that are designed to localize potential failure within themselves. These elements are used to dissipate the energy of a severe lateral ...

    M. Mohammadi, M. A. Kafi, A. Kheyroddin, H. R. Ronagh, M. Rashidi in ACMSM25 (2020)

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    Chapter and Conference Paper

    Modal Parameter Identification of an Electrical Submersible Pump Installed in a Test Well Using Drop Tests

    Electrical submersible pumps (ESPs) are used in the petroleum industry to pump large amount of fluids from subsea deep wells. Currently, ESPs are responsible for approximately 10% of the world’s crude oil pro...

    Ulisses A. Monteiro, Ricardo S. Minette in Practical Design of Ships and Other Floati… (2021)

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