3 edition of **Shear strength of high-strength concrete walls and deep beams** found in the catalog.

Shear strength of high-strength concrete walls and deep beams

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Published
**2000**
by U.S. Dept. of Commerce, Technology Administration, National Institute of Standards and Technology in Gaithersburg, Md
.

Written in English

- Concrete beams,
- High strength concrete,
- Shear (Mechanics)

**Edition Notes**

Statement | Dat Duthinh |

Series | NISTIR -- 6495 |

Contributions | National Institute of Standards and Technology (U.S.) |

The Physical Object | |
---|---|

Format | Microform |

Pagination | iv, 16 p. |

Number of Pages | 16 |

ID Numbers | |

Open Library | OL17013853M |

high strength concrete beams without shear reinforcement. Keywords: High-strength Concrete, Shear, Shear span to Depth Ratio (a/d). 1. Introduction Use of high strength concrete in construction sector, has increased due to its improved mechanical properties compared to ordinary concrete. One such mechanical property, shear. The present research concerns concrete deep beams (DB) and concrete deep beams with two symmetrically located openings (DBO) at the middle of the shear span. The research presented in the article was undertaken to determine the influence of the volume content of steel and polypropylene fibres on deep beam cracking and abcdfestivalgoa.com by: 7.

6 SHEAR AND DIAGONAL TENSION IN BEAMS Introduction Behavior of Homogeneous Beams Behavior of Reinforced Concrete Beams as Nonhomogeneous Sections Reinforced Concrete Beams without Diagonal Tension Reinforcement Diagonal Tension Analysis of Slender and Intermediate Beams Web Steel Planar Truss Analogy Web. Keeping the construction industry informed for over 70 years Since , BNi Building News has been the nation's most comprehensive source of construction books, building codes, legal forms, cost estimating tools and other reference materials for the building trades.

Design shear strength of concrete, Vc o Non-prestressed members § For members subject to shear and flexure only: Vc=λ2f'cwbd US Vc=λf'cwbd SI Where, λ - a modification factor for concrete strength. 1 for normal weight concrete for sand light-weight concrete for all-light- . Nov 01, · The shear capacity of beams with high-strength concrete and stirrup can be designed with Chinese Code, but shear capacity of high-strength concrete beams without stirrups, or with the smaller amount of longitudinal reinforcement, and normal strength concrete beams with high-strength stirrups may be over-estimated by the abcdfestivalgoa.com by: 1.

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Addition of horizontal shear reinforcement does not improve the ultimate shear strength with decreasing a/d in deep beams with high-strength concrete. Discover the world's research 15+ million members. May 01, · In light of recent tests, the author recommends lifting the ceiling of the square root of concrete compressive strength from the current value of MPa ( psi) to 11 MPa ( psi) for code provisions that govern the shear strength of deep abcdfestivalgoa.com by: 1.

Peer-review under responsibility of the organizing committee of SPbUCEMF doi: /abcdfestivalgoa.com ScienceDirect International Scientific Conference Urban Civil Engineering and Municipal Facilities, SPbUCEMF Shear Strength of High Strength Concrete Beams Loaded Close to the Support Radmila 6LQÃ¿LÃ¼ *UHERYLÃ¼* Ã¤HOMND Cited by: 3.

The high-strength concrete deep beams exhibited more remarkable size effects with regard to brittle behavior. It was also shown that the ACI code gives similar safety factors on the shear strength at the first diagonal crack of high-strength concrete deep beams, but do not specify a high enough safety factor on their ultimate strength due to Cited by: Reinforced concrete deep beams are said to transfer heavy gravity loads predominantly through shearing action to their supports.

A significant characteristic of deep beams is their high shear. Get this from a library. Shear strength of high-strength concrete walls and deep beams.

[Dat Duthinh; National Institute of Standards and Technology (U.S.)]. This paper presents an experimental investigation into the structural behavior of 24 reinforced concrete (RC) deep beams examining parameters affecting shear capacity such as shear span-depth ratio, concrete compressive strength, web reinforcement ratio, and effective beam abcdfestivalgoa.com by: 3.

An experimental investigation of the shear strength of high-strength concrete beams with web reinforcement was conducted. Two series of beam tests were performeCited by: SHEAR STRENGTH AND DRIFT CAPACITY OF REINFORCED CONCRETE AND HIGH-PERFORMANCE FIBER REINFORCED CONCRETE LOW-RISE WALLS SUBJECTED TO DISPLACEMENT REVERSALS by Adamantia Athanasopoulou A dissertation submitted in partial fulfillment of the requirements for the degree of Doctor of Philosophy (Civil Engineering) in The.

on shear strength of deep beams made of high-strength concrete. This work was initiated to find more information about the effect of concrete compressive strength f c, shear span to depth ratio a/d, longitudinal reinforcement ratio ρ, and web reinforcement ratio ρ.

Feb 28, · This study presents alternative shear strength prediction equations for reinforced concrete (RC) beams with stirrups. The shear strength is composed of the contribution of the nominal shear strength provided by stirrups and the nominal shear strength provided by abcdfestivalgoa.com by: Dec 01, · After a brief review on the concrete shear strength mechanisms, two very reliable expressions for predicting the shear strength of beams without transverse reinforcement are reported: the one proposed by Bažant and Kim [7], which is valid for Normal strength Concrete (NSC) beams, and the other recently proposed by the authors, which is valid for High Strength Concrete (HSC) beams.

Cited by: high strength concrete beams without shear reinforcement. Keywords: High strength Concrete, Shear, Shear span to Depth Ratio (a/d). Introduction Use of high strength concrete in construction sector, has increased due to its improved mechanical properties compared to ordinary concrete.

ABSTRACT Many structural applications such as pile caps, girders, foundation walls and offshore structures include the use of reinforced concrete deep beams as structural elements. The structural behaviour of deep beams is affected by its span to depth ratio, type of loading, reinforcement ratio in vertical and horizontal directions, concrete strength, and type of cross abcdfestivalgoa.com by: 4.

High-Strength Steel in Structural Concrete: From Research to Building Codes. Project Sponsors • American Concrete Institute (ACI) • High-Strength Steel (HSS) as Reinforcement • HSS in slender structural walls • HSS in coupling beams • HSS as shear reinforcement • Bond and development of HSS.

1 SHEAR CAPACITY OF REINFORCED HIGH-STRENGTH CONCRETE BEAMS WITHOUT WEB REINFORCEMENT S.V.T.J. PERERA1*† and H. MUTSUYOSHI1 1Department of Civil and Environmental Engineering, Saitama University, Japan ABSTRACT Three series of reinforced concrete (RC) beams without web reinforcement were tested to determineAuthor: S.V.T.J.

Perera, H. Mutsuyoshi. BEHAVIOR OF CONCRETE DEEP BEAMS WITH HIGH STRENGTH REINFORCEMENT 1Swami P. S, 2Patil S. 3Kore P. Department of Civil Engineering, Solapur University, Solapur, India A. Shear strength of Deep Beams Shear strength of deep beams may Author: S.

Patil, P. Swami, P. Kore. Dec 11, · Shear strength comes from tensile strength of concrete, some friction, some dowel action and whether your concrete mass is in tension or compression. Dowel action and type of stress are tough to follow, but friction can be abcdfestivalgoa.com regular beams for example friction is usually ignored, in deep beams it is not.

Have you got the book by McGregor. shear strength of deep beams. The proposed method employed constitutive laws for cracked reinforced concrete, considered strain compatibility, and used a secant stiffness formulation and was used to calculate the capacity of normal- and high-strength concrete deep beams that have been tested in.

High-Strength Concrete: A Practical Guide [Michael A. Caldarone] on abcdfestivalgoa.com *FREE* shipping on qualifying offers. This practical book from a highly experienced author presents clearly the means and methods for designingCited by:.

@article{osti_, title = {Uplift pressures, shear strengths, and tensile strengths for stability analysis of concrete gravity dams. Volume 1: Final report}, author = {Not Available}, abstractNote = {This report presents the results of a three-year study of uplift pressures and strengths which are used for stability evaluations of concrete gravity [email protected]{osti_, title = {Prefabricated High-Strength Rebar Systems with High-Performance Concrete for Accelerated Construction of Nuclear Concrete Structures}, author = {Kurama, Yahya C.

and Thrall, Ashley P.}, abstractNote = {This project aimed to reduce the field construction times and fabrication costs of reinforced concrete (RC) nuclear structures through the use of: 1) high.If v Ed > v Rd,cot q = then a larger section or greater concrete strength is required. v Rd,c is dependent on amount of design tensile reinforcement and design concrete strength.

The maximum shear stress associated the minimum strut angle of θ =º (when cot θ = ) is relatively high (e.g. MPa for a C30/37 concrete).