Results 261 to 270 of about 97,208 (310)

Reinforced concrete repairs in beams

Construction and Building Materials, 1999
Abstract The effectiveness of reinforced concrete repairs may be established in terms of their ability to restore the structural integrity of the reinforced concrete element and to protect the reinforcement from severe weathering conditions. Therefore, 18 large scale reinforced concrete beams were cast and subject to an accelerated corrosion ...
Ghassan Nounu, Zia-UL-Hasan Chaudhary
openaire   +1 more source

Longitudinally Restrained Reinforced Concrete Beams

Journal of the Structural Division, 1968
THE BEHAVIOR OF BEAMS RESTRAINED AT THE ENDS AGAINST LONGITUDINAL DISPLACEMENTS HAS BEEN STUDIED ANALYTICALLY TO PROVIDE BASIC KNOWLEDGE OF THE PARAMETERS THAT INFLUENCE THE BEHAVIOR OF SUCH BEAMS AND TO PROVIDE INSIGHT INTO THE BEHAVIOR OF A SIMILARLY RESTRAINED SLAB.
German Gurfinkel, Chester P. Siess
openaire   +1 more source

Shear in Reinforced Concrete Beams

2016
In the classic two-dimensional structural studies of beams typically three separate internal forces are identified on any selected section. These are the axial force, P, (tension or compression) that acts along the axis of the member; the shear force, V, that acts in the plane of the section perpendicular to the axis of the member; and the ng moment, M
Mehdi Setareh, Robert Darvas
openaire   +1 more source

Industrialized reinforcing system of reinforced concrete beams

1986
The position of reinforcement and its amount and shape have a decisive effect on the performance of a reinforced concrete beam. The use of stirrups is not always necessary, they can be omitted in some cases or replaced entirely or partly with coarse shear reinforcement well anchored at its ends.
Nykyri, Pekka, Sarja, Asko
openaire   +3 more sources

Reinforced Concrete Beam and Plate

2012
Concrete plasticity has been described by Chen (1982; 1998) and Nielsen (1984; 1989). Several material models were discussed. Yu’s unified strength theory (Yu’s UST or UST) and the UEPP (Unified Elasto-Plastic Program) are successfully used for structural analysis, as has been described in Chapters 6, 7 and 8.
Mao-Hong Yu, Jian-Chun Li
openaire   +1 more source

Reinforced Concrete Beam-Column Connection

Journal of the Structural Division, 1971
RECENT RESEARCH ON THE INTERACTION OF FLEXURAL, SHEAR AND TRUSS ACTION AND A RECOGNITION OF THE INCREASING USE OF HIGH TENSILE STRAIN-HARDENED REINFORCEMENT PROMPTED THIS EXPERIMENTAL RECONSIDERATION OF THE BEHAVIOR OF THE CRITICAL BEAM SECTION AT THE BEAM-COLUMN CONNECTION.
Eric F. P. Burnett, Rajendra P. Jajoo
openaire   +1 more source

Reinforced Concrete Beams

2022
Yining DING, Xiliang NING
openaire   +1 more source

DEFLEXIONS OF REINFORCED CONCRETE BEAMS

Proceedings of the Institution of Civil Engineers, 1972
A SERIES OF SUSTAINED LOADING TESTS ON REINFORCED CONCRETE BEAMS IS DESCRIBED, IN WHICH THE MAJOR FACTORS AFFECTING THE DEVELOPMENT OF DEFLEXION AND CRACKING WERE VARIED. THE RESULTS OF THE TESTS ARE DISCUSSED AND METHODS FOR ESTIMATING DEFLEXION OF REINFORCED CONCRETE BEAMS ARE PROPOSED. /AUTHOR/
openaire   +1 more source

Bamboo Reinforced Concrete Beam

2022
Nurharniza Abdul Rahman, Choo Li Rong, Lee Hoong Pin   +2 more
openaire   +1 more source

Shear in reinforced concrete beams

Magazine of Concrete Research, 1969
Synopsis Generally acceptable compatibility and ultimate strength precepts are used in this paper to establish a physical theory of shear in reinforced concrete. Account is taken of the shear resistances of both un cracked concrete and shear reinforcement.
openaire   +1 more source