Author: ALI MORSI HAMZA
Publisher:
ISBN:
Category :
Languages : en
Pages : 468
Book Description
monitored and the modes of bond failure were determined.
BOND STRENGTH CHARACTERISTICS OF DEFORMED REINFORCING STEEL BARS EMBEDDED IN SIFCON (STEEL BARS, CONCRETE).
ACI Structural Journal
High Performance Fiber Reinforced Cement Composites 2
Author: A.E. Naaman
Publisher: CRC Press
ISBN: 9780419211808
Category : Architecture
Languages : en
Pages : 536
Book Description
The leading international authorities bring together in this contributed volume the latest research and current thinking on advanced fiber reinforced cement composites. Under rigorous editorial control, 13 chapters map out the key properties and behaviour of these materials, which promise to extend their applications into many more areas in the coming years.
Publisher: CRC Press
ISBN: 9780419211808
Category : Architecture
Languages : en
Pages : 536
Book Description
The leading international authorities bring together in this contributed volume the latest research and current thinking on advanced fiber reinforced cement composites. Under rigorous editorial control, 13 chapters map out the key properties and behaviour of these materials, which promise to extend their applications into many more areas in the coming years.
Mechanics Computing in 1990's and Beyond: Structural and material mechanics
Author: Hojjat Adeli
Publisher:
ISBN:
Category : Science
Languages : en
Pages : 718
Book Description
These proceedings consist of extended abstracts of the papers presented at the ASCE Engineering Mechanics Conference held in Columbus, Ohio, May 1991. The first volume is divided into three parts: computational mechanics, fluid mechanics, and biomechanics--discussing such specialized subjects as neural network computing; symbolic processing; damage mechanics; ocean wave dynamics; fluid-structure interaction; joint kinematics; and contact problems in biomechanics. Volume two is concerned with structural and material mechanics including such topics as: vibration analysis of structures; chaotic vibrations; fracture and failure analysis; seismic analysis; microstructure analysis; and micromechanics. Acidic paper. Annotation copyrighted by Book News, Inc., Portland, OR
Publisher:
ISBN:
Category : Science
Languages : en
Pages : 718
Book Description
These proceedings consist of extended abstracts of the papers presented at the ASCE Engineering Mechanics Conference held in Columbus, Ohio, May 1991. The first volume is divided into three parts: computational mechanics, fluid mechanics, and biomechanics--discussing such specialized subjects as neural network computing; symbolic processing; damage mechanics; ocean wave dynamics; fluid-structure interaction; joint kinematics; and contact problems in biomechanics. Volume two is concerned with structural and material mechanics including such topics as: vibration analysis of structures; chaotic vibrations; fracture and failure analysis; seismic analysis; microstructure analysis; and micromechanics. Acidic paper. Annotation copyrighted by Book News, Inc., Portland, OR
ACI Materials Journal
Bond Stress-slip Mechanisms in High Performance Fiber Reinforced Cement Composites
Author: Aydée Patricia Guerrero Z.
Publisher:
ISBN:
Category :
Languages : en
Pages : 560
Book Description
Publisher:
ISBN:
Category :
Languages : en
Pages : 560
Book Description
Metals Abstracts
Applied Science & Technology Index
Author:
Publisher:
ISBN:
Category : Electronic journals
Languages : en
Pages : 2948
Book Description
Publisher:
ISBN:
Category : Electronic journals
Languages : en
Pages : 2948
Book Description
SHEAR BEHAVIOR OF DOWEL REINFORCED SLURRY INFILTRATED FIBER CONCRETE (SIFCON) UNDER MONOTONIC AND REVERSED CYCLIC LOADING (MONOTONIC LOADING, CONCRETE, SLURRY INFILTRATED FIBER CONCRETE, COMPOSITE).
Author: M. R. Baccouche
Publisher:
ISBN:
Category :
Languages : en
Pages : 458
Book Description
the peak shear stress, and 10-15% for the post-peak response.
Publisher:
ISBN:
Category :
Languages : en
Pages : 458
Book Description
the peak shear stress, and 10-15% for the post-peak response.