Behavior of Prestressed Concrete Rectangular Members Subjected to Pure Torsion PDF Download
Are you looking for read ebook online? Search for your book and save it on your Kindle device, PC, phones or tablets. Download Behavior of Prestressed Concrete Rectangular Members Subjected to Pure Torsion PDF full book. Access full book title Behavior of Prestressed Concrete Rectangular Members Subjected to Pure Torsion by Harish Chander. Download full books in PDF and EPUB format.
Author: Harish Chander
Publisher:
ISBN:
Category : Prestressed concrete
Languages : en
Pages : 296
Get Book Here
Book Description
Author: Harish Chander
Publisher:
ISBN:
Category : Prestressed concrete
Languages : en
Pages : 296
Get Book Here
Book Description
Author: Mohammed Ismail
Publisher: kassel university press GmbH
ISBN: 3862199525
Category : Torsion
Languages : en
Pages : 287
Get Book Here
Book Description
Ultra High Performance Concrete (UHPC) is characterized by a very high compressive strength which may reach more than 200 MPa. The behavior of this material under tension and compression actions has been established to be very brittle in nature. Discontinuous fibers (normally steel fibers) are usually added to the UHPC mix to introduce ductility. In order to investigate the beneficial effects of using fiber reinforced UHPC in structural members subjected to torsion, a series of experimental tests on 17 UHPC beams subjected to pure torsion were carried out. The test beams consisted of plain UHPC beams, UHPC beams reinforced with steel fibers only, UHPC reinforced with steel fibers and different combinations of traditional longitudinal and transverse reinforcement. The plain UHPC beams showed very brittle behavior, whereas the UHPC beams with steel fibers only showed a post cracking ductile behavior. The addition of little steel fiber volume (e.g. 0.5 %) to the plain UHPC beams enhanced the ductility. The enhancement at the ultimate capacity amounts to about 20 %. Meanwhile, the steel fibers with 0.9 % by volume showed much enhanced ductility and a maximum enhancement of the torsional carrying capacity up to 32 %. The addition of moderate steel fiber volume (e.g. 0.9 %) to one type of traditional reinforcement (either longitudinal or transverse) accomplished an effective post cracking torsional carrying mechanism. The steel fibers shows a tendency to replace the missing type of traditional reinforcement, however this should be confirmed by more tests and by using higher steel fiber volumes. A series of experimental tests on fiber reinforced UHPC prisms to investigate the post cracking shear strength and stiffness of the used UHPC mix (e.g. M3Q) was conducted. The results of these tests revealed that this fine grained UHPC mix has a weak post cracking shear behavior. The results of these tests were used later in the Finite Element (F.E) model. An analytical model based on the well known thin-walled tube analogy was developed in order to estimate the torsional carrying capacity of beams under pure torsion having different combinations of steel fibers and traditional reinforcement. The comparison between the test and model results showed very good agreement for all cases. A finite element model based on calibrated small scale tests was developed using ATENA F.E. package to predict the full load-deformation behavior of the test beams. The predictions of the model show very good agreement with the test results.
Author:
Publisher:
ISBN:
Category : Concrete
Languages : en
Pages : 528
Get Book Here
Book Description
Author: Y.L. Mo
Publisher: Elsevier
ISBN: 1483290476
Category : Technology & Engineering
Languages : en
Pages : 424
Get Book Here
Book Description
This book is concerned with the dynamic behavior of reinforced/prestressed concrete structures, such as: buildings and bridges. It discusses how to predict or check the real inelastic behavior of concrete structures subjected to dynamic loads, including equipment loads, earthquake motions, seismic interactions and missile impacts. A number of techniques have recently been developed to assist in evaluating such occurrences. This book is intended to apply structural dynamics to concrete structures and is appropriate as a textbook for an introductory course in dynamic behavior of concrete structures at the upper-undergraduate or graduate level as well as for practicing engineers.
Author: Emory Leland Kemp
Publisher:
ISBN:
Category : Reinforced concrete
Languages : en
Pages : 268
Get Book Here
Book Description
Author: West Virginia University. Engineering Experiment Station
Publisher:
ISBN:
Category : Engineering
Languages : en
Pages : 38
Get Book Here
Book Description
Author: American Concrete Institute
Publisher:
ISBN:
Category : Concrete
Languages : en
Pages : 576
Get Book Here
Book Description
Author: Inge Karlsson
Publisher:
ISBN:
Category :
Languages : en
Pages : 74
Get Book Here
Book Description
Author:
Publisher:
ISBN:
Category : Highway research
Languages : en
Pages : 618
Get Book Here
Book Description
Author: United States. National Technical Information Service
Publisher:
ISBN:
Category : Prestressed concrete
Languages : en
Pages : 284
Get Book Here
Book Description
