Author: Paul Francis Walsh
Publisher:
ISBN:
Category : Concrete beams
Languages : en
Pages :
Book Description
The Strength and Stiffness of Rectangular Reinforced Concrete Beams in Combined Bending and Torsion
Author: Paul Francis Walsh
Publisher:
ISBN:
Category : Concrete beams
Languages : en
Pages :
Book Description
Publisher:
ISBN:
Category : Concrete beams
Languages : en
Pages :
Book Description
Torsion of Structural Concrete
Author:
Publisher:
ISBN:
Category : Concrete
Languages : en
Pages : 526
Book Description
Publisher:
ISBN:
Category : Concrete
Languages : en
Pages : 526
Book Description
Concrete Beams with Openings
Author: M. A. Mansur
Publisher: CRC Press
ISBN: 9780849374357
Category : Technology & Engineering
Languages : en
Pages : 240
Book Description
This book compiles state-of-the-art information on the behavior, analysis, and design of concrete beams containing transverse openings. Discussions include the need, effects, and classification of openings as well as the general requirements for fulfilling design pure bending, combined bending, and shear - illustrated with numerical examples torsion alone or in combination with bending and shear large rectangular openings as well as opening size and location on beam behavior methods for analyzing ultimate strength and serviceability requirements effects of torsion in beams large openings in continuous beams and their effects on possible redistribution of internal forces as well as guidelines and procedures for the design of such beams effect of prestressing on the serviceability and strength of beams with web openings design against cracking at openings and ultimate loads Concrete Beams with Openings serves as an invaluable source of information for designers and practicing engineers, especially useful since little or no provision or guidelines are currently available in most building codes.
Publisher: CRC Press
ISBN: 9780849374357
Category : Technology & Engineering
Languages : en
Pages : 240
Book Description
This book compiles state-of-the-art information on the behavior, analysis, and design of concrete beams containing transverse openings. Discussions include the need, effects, and classification of openings as well as the general requirements for fulfilling design pure bending, combined bending, and shear - illustrated with numerical examples torsion alone or in combination with bending and shear large rectangular openings as well as opening size and location on beam behavior methods for analyzing ultimate strength and serviceability requirements effects of torsion in beams large openings in continuous beams and their effects on possible redistribution of internal forces as well as guidelines and procedures for the design of such beams effect of prestressing on the serviceability and strength of beams with web openings design against cracking at openings and ultimate loads Concrete Beams with Openings serves as an invaluable source of information for designers and practicing engineers, especially useful since little or no provision or guidelines are currently available in most building codes.
The Behaviour and Ultimate Strength of Rectangular Reinforced Concrete Beams Subjected to Combined Torsion, Bending and Shear
Author: I. Devonport
Publisher:
ISBN:
Category : Concrete
Languages : en
Pages :
Book Description
Publisher:
ISBN:
Category : Concrete
Languages : en
Pages :
Book Description
Strength of Reinforced Concrete Rectangular Beams in Combined Bending and Torsion
Author: M. A. Helmy
Publisher:
ISBN:
Category :
Languages : en
Pages :
Book Description
Publisher:
ISBN:
Category :
Languages : en
Pages :
Book Description
Ultimate Strength and Design of Reinforced Concrete Beams in Torsion and Bending / Résistance et dimensionnement des poutres en béton armé soumises à la torsion et à la flexion / Bruchwiderstand und Bemessung von Stahlbetonbalken unter Torsion und Biegung
Author: P. Lampert
Publisher: Birkhäuser
ISBN: 3034859546
Category : Science
Languages : en
Pages : 27
Book Description
Publisher: Birkhäuser
ISBN: 3034859546
Category : Science
Languages : en
Pages : 27
Book Description
The Torsional Strength of Rectangular Reinforced Concrete Beams Subjected to Combined Loading
Author: Arthur Edward McMullen
Publisher:
ISBN:
Category : Concrete beams
Languages : en
Pages : 0
Book Description
The primary objective of this investigation was to study the behavior of reinforced concrete beams subjected to combined loading with particular regard to their behavior at failure. The experimental phase of this investigation consisted of testing 34 reinforced concrete beams. Twenty two beams were subjected to various combinations of bending and torsion and twelve were subjected to various combinations of bending, torsion and shear. All beams had a nominal cross section of 6" x 12" and a nominal concrete strength of 5000 psi. Both longitudinal and transverse reinforcement in various combinations was provided in all beams. The testing equipment that was designed and fabricated for this investigation permitted independent application of the twisting and transverse loads. The ratio between the twisting moment and the bending moment could be changed at any time during a test. All beams were tested to failure by applying the load in a series of increments. Each increment consisted of increasing to a predetermined level the transverse load or the twisting load or both, depending on the type of test. In the cases where both types of load were applied in the same increment, the transverse load was applied first. Twenty nine beams were subjected to loads such that for any one test the ratio of twisting moment to bending moment at the end of each increment was a constant. For the other five beams this ratio was different at the end of each increment and four of these beams were subjected to various sequences of load. Based on the observations made in the experimental phase of this investigation three idealized failure surfaces have been presented, two of which were first suggested by Lessig. Equations for the ultimate torsional strength of a beam based on each of the three failure surfaces have been developed and their method of solution has been presented. These equations have also been simplified and an interaction diagram consisting of three straight lines has been presented along with the applicable equations. The correlation between the experimental results of 109 beams and the theoretical results obtained from both the simplified analysis and the more comprehensive analysis has been given. Of these beams, 34 are the beams tested in this investigation and 75 are beams that have been tested by other investigators. The observations and test results indicate that reinforced concrete beams that are subjected to bending, torsion and moderate amounts of transverse shear can fail by three different modes. These modes of failure are characterized by the formation of a hinge adjacent to one face of the beam and yielding of the reinforcement adjacent to the face opposite to the hinge. The modes of failure predicted by the analysis agree with the observed modes of failure.
Publisher:
ISBN:
Category : Concrete beams
Languages : en
Pages : 0
Book Description
The primary objective of this investigation was to study the behavior of reinforced concrete beams subjected to combined loading with particular regard to their behavior at failure. The experimental phase of this investigation consisted of testing 34 reinforced concrete beams. Twenty two beams were subjected to various combinations of bending and torsion and twelve were subjected to various combinations of bending, torsion and shear. All beams had a nominal cross section of 6" x 12" and a nominal concrete strength of 5000 psi. Both longitudinal and transverse reinforcement in various combinations was provided in all beams. The testing equipment that was designed and fabricated for this investigation permitted independent application of the twisting and transverse loads. The ratio between the twisting moment and the bending moment could be changed at any time during a test. All beams were tested to failure by applying the load in a series of increments. Each increment consisted of increasing to a predetermined level the transverse load or the twisting load or both, depending on the type of test. In the cases where both types of load were applied in the same increment, the transverse load was applied first. Twenty nine beams were subjected to loads such that for any one test the ratio of twisting moment to bending moment at the end of each increment was a constant. For the other five beams this ratio was different at the end of each increment and four of these beams were subjected to various sequences of load. Based on the observations made in the experimental phase of this investigation three idealized failure surfaces have been presented, two of which were first suggested by Lessig. Equations for the ultimate torsional strength of a beam based on each of the three failure surfaces have been developed and their method of solution has been presented. These equations have also been simplified and an interaction diagram consisting of three straight lines has been presented along with the applicable equations. The correlation between the experimental results of 109 beams and the theoretical results obtained from both the simplified analysis and the more comprehensive analysis has been given. Of these beams, 34 are the beams tested in this investigation and 75 are beams that have been tested by other investigators. The observations and test results indicate that reinforced concrete beams that are subjected to bending, torsion and moderate amounts of transverse shear can fail by three different modes. These modes of failure are characterized by the formation of a hinge adjacent to one face of the beam and yielding of the reinforcement adjacent to the face opposite to the hinge. The modes of failure predicted by the analysis agree with the observed modes of failure.
Stiffness properties of reinforced concrete beams in combined torsion, bending and shear
Author:
Publisher:
ISBN:
Category :
Languages : sv
Pages : 203
Book Description
Publisher:
ISBN:
Category :
Languages : sv
Pages : 203
Book Description
Ultimate Strength of Rectangular Concrete Beams with and Without Transverse Reinforcing in Combined Bending and Torsion ...
Author: George Richard Buchanan
Publisher:
ISBN:
Category :
Languages : en
Pages :
Book Description
Publisher:
ISBN:
Category :
Languages : en
Pages :
Book Description
The Behaviour and Strength of Reinforced Concrete Rectangular Beams Subjected to Pure Torsion and Combined Bending and Torsion
Author: G. Alexandrou
Publisher:
ISBN:
Category :
Languages : en
Pages : 0
Book Description
Publisher:
ISBN:
Category :
Languages : en
Pages : 0
Book Description