Plasticity in Reinforced Concrete

Sampul Depan
J. Ross Publishing, 2007 - 474 halaman

An indispensable reference that presents a unified treatment of mathematical models of concrete structural analysis. In Part I, the author considers the experimental data regarding stress and strain characteristics of concrete under biaxial and multiaxial stress states and presents empirical equations for modulus and fracture strength. Part II discusses concrete elasticity, generalized failure, and fracture criteria, while the final part addresses concrete plasticity with applications of limit analysis and finite element analysis to concrete and reinforced structures. 

An unabridged J. Ross Publishing republication of the edition published by McGraw-Hill, Inc., New York, 1982, 474pp.

 

Halaman terpilih

Isi

Some Basic Properties of Concrete and Steel
19
CONCRETE ELASTICITY AND FAILURE CRITERIA
49
NonlinearElastic Fracture Models
124
Failure Criteria of Concrete
190
THEORY AND APPLICATION
251
Elastic Perfectly Plastic Fracture Models
253
Limit Analysis of Perfect Plasticity
295
ElasticHardening PlasticFracture Models
347
Numerical Implementation of Elastoplastic Fracture Models
394
References
459
Author Index
467
Hak Cipta

Edisi yang lain - Lihat semua

Plasticity in Reinforced Concrete
Wai-Fah Chen
Pratinjau terbatas - 2007
Plasticity in Reinforced Concrete
Wai-Fah Chen
Tampilan cuplikan - 1982

Istilah dan frasa umum

analysis of reinforced assumed axes axis behavior of concrete Chap Chen components compressive stress Concr concrete materials condition constitutive equations constitutive models corresponding criteria cylinder defined deformation deviatoric deviatoric plane direction displacement Drucker-Prager elastic elastoplastic element experimental failure surface Figure finite-element formulation fracture hydrostatic hypoelastic I₁ incremental stress-strain isotropic J₂ kips/inē lb/inē linear linear-elastic loading surface material constants matrix maximum meridian Mises modulus Mohr-Coulomb criterion nonlinear obtained octahedral parameters perfectly plastic plastic strain Poisson's ratio principal stresses ratio reinforced concrete reinforced concrete structures scalar shear modulus shear stress shown in Fig solution steel stiffness strain increments strain tensor strength f stress and strain stress space stress tensor stress-strain curve stress-strain relations stress-strain relationships tensile strength tensile stress tension theory Toct triaxial uniaxial compressive unloading yield surface Yoct Young's modulus αλ θσ σ₁ σι στ

Buku ini dirujuk

Tentang pengarang (2007)

Dr. Wai-Fah Chen was Professor and Dean of the College of Engineering at the University of Hawaii from 1999 to 2006. From 1976 to 1999, he was Head of the Department of Structural Engineering at Purdue University and George E. Goodwin Distinguished Professor of Civil Engineering; prior to that he taught at Lehigh University. The author of more than 300 peer-reviewed publications and author or co-author of 20 books, his primary areas of research are constitutive modeling of engineering materials, soil and concrete plasticity, structural connections, and structural stability. He received his Ph.D. from Brown University. He is a member of the U.S. National Academy of Engineering and an Honorary member of the American Society of Civil Engineers.

Informasi bibliografi

JudulPlasticity in Reinforced Concrete
J. Ross Publishing Classics
PengarangWai-Fah Chen
Edisiberilustrasi, cetak ulang
PenerbitJ. Ross Publishing, 2007
ISBN1932159746, 9781932159745
Tebal474 halaman
  
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