A Dynamic Ultimate Strength Study of Simply Supported Two-way Reinforced Concrete Slabs
Author : Don R. Denton
Publisher :
Page : 256 pages
File Size : 11,82 MB
Release : 1967
Category : Blast effect
ISBN :
Author : Don R. Denton
Publisher :
Page : 256 pages
File Size : 11,82 MB
Release : 1967
Category : Blast effect
ISBN :
Author :
Publisher :
Page : 1020 pages
File Size : 40,32 MB
Release : 1967-10
Category : Government publications
ISBN :
Author : Gayle E. Albritton
Publisher :
Page : 82 pages
File Size : 35,37 MB
Release : 1969
Category : Blast effect
ISBN :
Author : Defense Documentation Center (U.S.)
Publisher :
Page : 784 pages
File Size : 44,32 MB
Release : 1967
Category : Science
ISBN :
Author :
Publisher :
Page : 1182 pages
File Size : 15,30 MB
Release : 1967-10
Category : Technology
ISBN :
Author :
Publisher :
Page : 568 pages
File Size : 36,29 MB
Release : 1973
Category : Mechanics, Applied
ISBN :
Author : Eugene Franklin Smith
Publisher :
Page : 54 pages
File Size : 42,48 MB
Release : 1968
Category : Concrete slabs
ISBN :
Ultimate strength equations are summarized for square, simply supported reinforced concrete slabs, and these equations are used to predict the dynamic ultimate and collapse strengths of three slabs. The predicted strengths are compared with experimental results from airblast load tests, and the extent of damage to the slabs is shown under over-pressures approximately equal to the predicted strengths.
Author : Harry G. Harris
Publisher : CRC Press
Page : 806 pages
File Size : 32,70 MB
Release : 1999-03-30
Category : Technology & Engineering
ISBN : 9781420049589
Structural Modeling and Experimental Techniques presents a current treatment of structural modeling for applications in design, research, education, and product development. Providing numerous case studies throughout, the book emphasizes modeling the behavior of reinforced and prestressed concrete and masonry structures. Structural Modeling and Experimental Techniques: Concentrates on the modeling of the true inelastic behavior of structures Provides case histories detailing applications of the modeling techniques to real structures Discusses the historical background of model analysis and similitude principles governing the design, testing, and interpretation of models Evaluates the limitations and benefits of elastic models Analyzes materials for reinforced concrete masonry and steel models Assesses the critical nature of scale effects of model testing Describes selected laboratory techniques and loading methods Contains material on errors as well as the accuracy and reliability of physical modeling Examines dynamic similitude and modeling techniques for studying dynamic loading of structures Covers actual applications of structural modeling This book serves students in model analysis and experimental methods, professionals manufacturing and testing structural models, as well as professionals testing large or full-scale structures - since the instrumentation techniques and overall approaches for testing large structures are very similar to those used in small-scale modeling work.
Author : Wayne M. Brown
Publisher :
Page : 118 pages
File Size : 45,29 MB
Release : 1973
Category : Concrete slabs
ISBN :
Increases in ultimate strengths of 23.7 (Series I) and 24.6 (Series II) percent under dynamic loading were obtained. Theoretical slab strengths were determined. Modification of the equations used allowed good predictions of tensile membrane resistance of the static slabs. The equations were used to predict peak pressures sustained by the dynamic slabs.
Author : Marvin E. Criswell
Publisher :
Page : 434 pages
File Size : 16,70 MB
Release : 1970
Category : Columns, Concrete
ISBN :
The objectives of this investigation were to study the strength and behavior of slowly (statically) loaded reinforced concrete slab-column connections and to determine the effect of rapid (dynamic) loading on the strength and behavior by comparison with the static test results. Nineteen full-scale models of a connection and adjoining slab area, consisting of a simply supported slab 84 or 94 inches square and 6-1/2 inches thick loaded concentrically on a 10- or 20-inch-square stub column at the center of the slab, were tested. The main variables were the amounts of reinforcement in the slab (p = 0.75 and 1.50 percent), the column size, and the loading speed. Eight specimens were loaded to failure statically, two were subjected to a very rapidly applied load of short duration, and nine were loaded to failure by a rapidly applied load with a rise time chosen to represent the conditions in a blast-loaded structure. The static test results are compared with 12 shear strength prediction methods. Differences between the mechanism of shear failure in slabs and beams are examined. (Author).