Author: M. T. PeabodyPublisher:
ISBN:
Category : Reinforcing bars
Languages : en
Pages : 42
Book Description
Analysis of Bar-Grip Spliced Reinforcing Steel Bars
Author: M. T. PeabodyPublisher:
ISBN:
Category : Reinforcing bars
Languages : en
Pages : 42
Book Description
General Research Laboratory Report
Author: Monthly Catalogue, United States Public Documents
Author: Publisher:
ISBN:
Category : Government publications
Languages : en
Pages : 1252
Book Description
Monthly Catalog of United States Government Publications
Author: Concrete
Author: Masonry
Author: John M. MelanderPublisher: ASTM International
ISBN: 0803114923
Category : Calcium carbonate
Languages : en
Pages : 437
Book Description
This volume contains papers presented at the symposium of the same name held in Miami, Florida in December 1992. The 28 peer-reviewed papers address topics in design and detail, installation and materials, testing and evaluation, and strategies and techniques. Annotation copyright Book News, Inc. Po
Improving Development Characteristics of Reinforcing Bars
Author: Civil Engineering Research FoundationPublisher: American Society of Civil Engineers
ISBN:
Category : Technology & Engineering
Languages : en
Pages : 104
Book Description
This report describes the development and implications of a new concrete reinforcing bar with significantly improved bond strength.
Investigation of Reinforcing Bars from Splitter Wall, Texarkana Dam
Author: United States. Army. Corps of Engineers. Lower Mississippi Valley Division. Materials and Concrete LaboratoryPublisher:
ISBN:
Category : Reinforcing bars
Languages : en
Pages : 108
Book Description
Bar Development and Tension Lap Splice of High-strength Reinforcing Steel
Author: Cheska EspanolPublisher:
ISBN:
Category :
Languages : en
Pages : 0
Book Description
High-strength reinforcing steel with yield strengths up to 100 ksi have been implemented in design code, but it is not common in practical bridge design. High-strength reinforcement bears opportunities for higher load-carrying capacity, reduced congestion, cost savings, and corrosion-resistance in bridge components. However, the serviceability and the validity of current code provisions shall be further investigated for state departments of transportation to apply this material in practice. In particular, bar development and tension lap splice provisions of high-strength reinforcement should be studied, and the serviceability performance in terms of crack control must be evaluated. There is limited data on the serviceability performance of beams with high-strength rebar using larger bar sizes. Therefore, the research team at the University of Texas aims to expand the database of beam-splice tests by conducting four-point bending tests on four specimens containing No. 11 bars for longitudinal reinforcement either in ASTM A615 Grade 60 or Grade 100 steel. Through the results, the effects of steel grade and the presence of a lap splice on strength and serviceability performance can be evaluated. Furthermore, design recommendations and conclusions on the applicability of current design code development length and lap splice provisions using high-strength reinforcing steel are drawn
Author: