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https://hdl.handle.net/11681/27312Full metadata record
| DC Field | Value | Language |
|---|---|---|
| dc.contributor.author | Geymayer, H. G. | - |
| dc.date.accessioned | 2018-06-13T21:42:55Z | - |
| dc.date.available | 2018-06-13T21:42:55Z | - |
| dc.date.issued | 1968-03 | - |
| dc.identifier.govdoc | WES Technical Report No 6-618 Report 1 | - |
| dc.identifier.uri | http://hdl.handle.net/11681/27312 | - |
| dc.description | Technical Report | en_US |
| dc.description.abstract | This report outlines a general iteration analysis procedure for estimating the flexural strength, the moment rotation, and the load deflection characteristics of reinforced concrete members with arbitrary cross section and arbitrary reinforcement (but symmetrical about the plane containing the applied loads). The method is based on the traditional assumptions made in elementary beam theory and on the actual stress strain relations of the reinforcement and concrete ac determined in standard tests but does not specify an ultimate compressive strain for concrete. Results of tests on 11 simply supported beamc of 6-ft span reinforced with single or multiple layers of high-strength steel, aluminum, and fiber-glass rods, both with and without helical confining reinforcement in the compression zone, are described and compared with analytical results. Agreement of theory and experiment was considered satisfactory in the majority of tests. | en_US |
| dc.description.sponsorship | United States. Assistant Secretary of the Army (R & D) | en_US |
| dc.description.tableofcontents | FOREWORD v NOTATION ix CONVERSION FACTORS, BRITISH TO METRIC UNITS OF MEASUREMENT xiii SUMMARY xv PART I: INTRODUCTION 1 Background 1 Objective 3 Scope 3 PART II: DEVELOPMENT OF ANALYSIS PROCEDURE 5 Current Ultimate-Strength Design Procedures 5 Derivation of Numerical Analysis Concept 8 PART III: TEST CONDITIONS AND PROCEDURES 20 Materials 20 Mixtures 21 Specimens 21 Loading Apparatus 22 Instrumentation 23 Test Procedure 24 PART IV: BEAM TEST RESULTS 25 Beam Cracking and Failure 25 Beam Deflections 28 Strain Readings 28 Moment-Curvature Relations 29 PART V: DISCUSSION OF RESULTS 31 Ultimate Moments 31 Moment-Curvature Relations 32 Load-Deflection Relations 34 Strain Readings 35 Comparison of Reinforcement Strains and Surface Strains at the Level of Reinforcement 36 Comparison of Aluminum and Fiber Glass with Steel Reinforcement 37 Effect of Helical Reinforcement 37 PART VI: CONCLUSIONS AND RECOMMENDATIONS 39 Conclusions 39 Recommendations 40 LITERATURE CITED 42 TABLES 1-21 PHOT'OGRAPHS 1-12 PLATES 1-12 APPENDIX A: EXAMPLE OF A COMPLETE BEAM ANALYSIS (BEAM 1) | - |
| dc.format.extent | 130 pages | - |
| dc.format.medium | PDF/A | - |
| dc.language.iso | en_US | en_US |
| dc.publisher | U.S. Army Engineer Waterways Experiment Station. | en_US |
| dc.relation.ispartofseries | Technical report (U.S. Army Engineer Waterways Experiment Station) ; no. 6-818 Report 1 | - |
| dc.rights | Approved for public release ; distribution is unlimited. | - |
| dc.source | The ERDC Library created this digital resource using one or more of the following: Zeta TS-0995, Zeutchel OS 12000, HP HD Pro 42-in. map scanner, Epson flatbed. | - |
| dc.subject | Concrete beams | en_US |
| dc.subject | Reinforced concrete | en_US |
| dc.subject | Aluminum | en_US |
| dc.subject | Steel | en_US |
| dc.subject | Glass fibers | en_US |
| dc.title | Static tests of reinforced concrete beams. Report 1, Development of iterative analysis procedure and tests of beams reinforced with steel, aluminum, and fiber glass, with and without helical compressive reinforcement | en_US |
| dc.type | Report | - |
| Appears in Collections: | Technical Report | |
Files in This Item:
| File | Description | Size | Format | |
|---|---|---|---|---|
| WES Technical Report No 6-818 Report 1.pdf | 14.71 MB | Adobe PDF |  View/Open |