Finite Element Simulation of Foam Insulated Precast Concrete Sandwich Panels Subjected to Blast Loads PDF Download
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Author: Charles M. Newberry
Publisher:
ISBN:
Category : Blast effect
Languages : en
Pages : 21
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Book Description
Author: Charles M. Newberry
Publisher:
ISBN:
Category : Blast effect
Languages : en
Pages : 21
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Book Description
Author: Charles Michael Newberry
Publisher:
ISBN:
Category : Sandwich construction
Languages : en
Pages : 103
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Author:
Publisher:
ISBN:
Category :
Languages : en
Pages : 14
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Book Description
This paper discusses simulation methodology used to analyze static and dynamic behavior of foam insulated concrete sandwich wall panels through ultimate capacity. The experimental program used for model development and validation involved component-level testing, as well as both static and dynamic testing of full-scale wall panels. The static experiments involved single spans and double spans subjected to near-uniform distributed loading. The dynamic tests involved spans up to 30 ft tall that were subjected to impulse loads generated by an external explosion. Primary modeling challenges included: (1) accurately simulating prestressed initial conditions in an explicit dynamic code framework, (2) simulating the foam insulation in the high strain rate environment, and (3) simulating shear transfer between wythes, including frictional slippage and connector rupture. After validation, the models will be used to conduct additional behavioral studies and parametric analyses, and assess and improve methodology currently used in the design of foam insulated precast/prestressed sandwich panels for blast loads.
Author: Paul M. Hopkins
Publisher:
ISBN: 9781321934854
Category : Concrete panels
Languages : en
Pages : 456
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Book Description
Precast insulated concrete sandwich panels have been used with proven success in commercial building application as wall elements to provide both vertical and lateral strength and thermal and environmental protection. Various configurations and materials have been used to provide certain degrees of strength, thermal resistance and composite action. The mechanics of the sandwich panel rely on the transfer of compressive and tensile forces due to flexure via shear through the web connectors. These web connectors have varied from steel wire trusses to carbon fiber composite grid trusses to solid concrete zones. For optimum thermal performance the connectors not providing a thermal bridge are best suited. For optimum strength and stiffness performance the shear connectors that create the highest degree of composite action and anchorage in the concrete zones shall be used. Furthermore, if the insulated concrete sandwich panels can be better understood, developed and tested in the horizontal application rather than as a wall element, they can be used for roof and possibly floor applications. This will provide environment and thermal resistance and required strength and stiffness. This study investigates the design and testing of several scaled test sandwich panel configurations using solid web FRP plate shear connectors. The stiffness, strength and degree of composite action for each set of panels is calculated and compared and finally 2 full scale test panels are developed and tested. Along with testing and calculations, numerical modeling or finite element analysis is employed to show correlation between the test results for future development of an analytical model. Precast concrete sandwich panel engineering performance varying depending on the degree of composite action of its constituent materials and strength of properties. Employing a nonlinear numerical solver that can capture the quasi-static response of the panels under flexural loading is valuable and desirable for future development. These test panels, both scaled and full-scale show adequate results for strength, stiffness and degree of composite action to justify further development and research into their use as roof or floor structural support members. Long term creep effects have also been investigated in this study, however further creep studies are warranted and recommended. Finally, these panels are not limited to the use of residential and commercial application, rather they have the potential as suitable candidates for structures intended to provide blast and/or accidental explosion protection.
Author: Farah Arina Tamin
Publisher:
ISBN:
Category : Reinforced concrete construction
Languages : en
Pages : 62
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Book Description
Author: fib Fédération internationale du béton
Publisher: FIB - Féd. Int. du Béton
ISBN: 2883941246
Category : Technology & Engineering
Languages : en
Pages : 146
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Book Description
During the mid-20th century, with the rise of industrial prefabrication, precast concrete sandwich panels started being used as cladding for buildings. Since then, society and construction industry have become increasingly aware of energy efficiency in all fields, including affordability and sustainability consciousness, while maintaining the buildings’ durability. As such, buildings have been subject to increasingly stringent requirements which has kept the technology of sandwich panels continually at the forefront of building envelope evolution. Nowadays, sandwich panels have reached the highest standards of functional performance and aesthetic appeal. In building construction, these sandwich panel attributes combine with the well-known advantages of prefabrication including structural efficiency, flexibility in use, speed of construction, quality consciousness, durability, and sustainability. Sandwich panels have gained more exposure, thus representing quite a significant application within the prefabrication industry and a vital component of the precast market. The fib Commission “Prefabrication” is eager to promote the development of all precast structural concrete products and to share the knowledge and experience gained, to aid with practical design and construction. By issuing this comprehensive overview, “Guide to Good Practice”, a better understanding of design considerations, structural analysis, building physics, use of materials, manufacturing methods, equipment usage and field performance will be provided. This document contains the latest information currently available worldwide. The Commission is particularly proud that this document is a result of close cooperation with PCI and that it is published by both the fib and PCI. This cooperation started six years ago, first with comparing the different approaches to several issues, then progressively integrating and producing common documents, like this one, that hasn’t yet been treated in a specific Guide by either body. This Guide is intended to be the reference document to all who are interested in utilising the advantages of Precast Sandwich wall panels. In conjunction with the previously published Planning and Design Handbook on Precast Building Structures, the designer will have significant resources to integrate sandwich wall panels into any applicable structure.
Author: Pradeep Chapagain
Publisher:
ISBN:
Category : Mechanical engineering
Languages : en
Pages : 107
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Book Description
A new analytical technique is presented for obtaining the large amplitude, damped response of a crushable foam core composite sandwich panel subjected to pressure pulse loading. A simply-supported sandwich panel of E-Glass/Vinyl Ester facing and PVC foam core is considered in particular. The equations of motion for the composite sandwich panel were developed by using the Reissner's Variational Theorem and Hamilton's Principle. Core plasticity was introduced when the transverse shear stresses exceeded the transverse shear yield strength in the foam. Finite element analysis was also done using ABAQUS Explicit to simulate the dynamic response of the composite sandwich panel subjected to pressure pulse loading. The analytical solution for the panel transient response was found to be in good agreement with the finite element analysis. Analytical solutions were developed for the facesheet and core failure. The sandwich panel failure was either due to facesheet failure or core shear failure. The analytical solutions developed for the panel response and failure analysis were used for the parametric study of panel with different aspect ratios and core materials (Divinycell PVC H30, H100, H200 and HCP100 foams, and Klegecell R300 foams). The sandwich panel blast resistance increased with the increasing core density for the same facesheet material. It was also found that the lower density foam core have more energy absorption capability when compared to the foam core of higher density.
Author: Tarvo Viita-Aho
Publisher:
ISBN:
Category :
Languages : en
Pages :
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Author: Jitesh Kumar Reddy Nalagotla
Publisher:
ISBN:
Category : Blast effect
Languages : en
Pages : 93
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Book Description
Reinforced concrete slab systems are widely used in protective structures designed to resist blast events. Blast events subject structures to high pressure and impulse loads. The magnitude of blast load experienced by a structural element is directly related to the exposed area. Hence protection of reinforced concrete slabs and walls, which constitute the maximum exposed area of a structure when subjected to blast loads, is of great importance. The main purpose of the project is to study the non-linear response of reinforced concrete slabs when subjected to impact and blast loading. Blast loading comprises of impulsive, dynamic and quasi-static loading conditions. And the performance of reinforced concrete slabs subjected to these loads is highly dependent upon the reinforcing steel provided in the slab. Hence a comprehensive analysis is performed on a representative slab panel with varying reinforcement. Due to the nature of the blast loading analysis method used influences the slab response significantly. Hence the slab response was predicted and compared using finite element (FE) and single degree of freedom (SDOF) methods. An advanced finite element modeling tool, LSDYNA and a commonly used SDOF analysis tool, SBEDS are employed for the purpose of analysis. A parametric analysis is conducted to develop Pressure-Impulse (PI) curves for different damage levels. Curve fit analysis was performed to characterize the PI curves generated from FE method. Conclusions and future work recommendations are presented for design of reinforced concrete slabs for blast protection based upon the research are presented and discussed.abstract.
Author: Andrew H. Buchanan
Publisher: John Wiley & Sons
ISBN: 0470972890
Category : Technology & Engineering
Languages : en
Pages : 437
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Book Description
Structural Design for Fire Safety, 2nd edition Andrew H. Buchanan, University of Canterbury, New Zealand Anthony K. Abu, University of Canterbury, New Zealand A practical and informative guide to structural fire engineering This book presents a comprehensive overview of structural fire engineering. An update on the first edition, the book describes new developments in the past ten years, including advanced calculation methods and computer programs. Further additions include: calculation methods for membrane action in floor slabs exposed to fires; a chapter on composite steel-concrete construction; and case studies of structural collapses. The book begins with an introduction to fire safety in buildings, from fire growth and development to the devastating effects of severe fires on large building structures. Methods of calculating fire severity and fire resistance are then described in detail, together with both simple and advanced methods for assessing and designing for structural fire safety in buildings constructed from structural steel, reinforced concrete, or structural timber. Structural Design for Fire Safety, 2nd edition bridges the information gap between fire safety engineers, structural engineers and building officials, and it will be useful for many others including architects, code writers, building designers, and firefighters. Key features: • Updated references to current research, as well as new end-of-chapter questions and worked examples. •Authors experienced in teaching, researching, and applying structural fire engineering in real buildings. • A focus on basic principles rather than specific building code requirements, for an international audience. An essential guide for structural engineers who wish to improve their understanding of buildings exposed to severe fires and an ideal textbook for introductory or advanced courses in structural fire engineering.
