Concrete structures : stresses and deformations : analysis and design for serviceability / A Ghali, R Favre and M Elbadry.

Author/creator Ghali, A.
Other author Favre, R. (Renaud), 1934-
Other author Elbadry, M.
Format Book
Edition4th ed.
Publication InfoLondon ; New York : Taylor & Francis, 2012.
Descriptionxxvi, 637 pages : illustrations ; 24 cm
Subjects
Concrete construction.
Strains and stresses.
Concrete--Cracking.

Contents Note continued: Example 11.2 Prestressed section: crack width calculation -- Example 11.3 Overhanging slab: reinforcement to control thermal cracking -- 11.11.General -- 12.1.Introduction -- 12.2.Permanent state -- 12.3.Balanced deflection factor -- 12.4.Design of prestressing level -- 12.5.Examples of design of prestress level in bridges -- Example 12.1 Bridges continuous over three spans -- Example 12.2 Simply-supported bridges -- Example 12.3 Effects of variation of span to thickness ratio on AD -- 12.6.Transient stresses -- 12.7.Residual opening of cracks -- 12.8.Water-tightness -- 12.9.Control of residual crack opening -- 12.10.Recommended longitudinal non-prestressed steel in closed-box bridge sections -- 12.11.Residual curvature -- 12.12.General -- 13.1.Introduction -- 13.2.Reference axis -- 13.3.Idealization of plane frames -- 13.4.Tangent stiffness matrix of a member -- 13.5.Examples of stiffness matrices -- Example 13.1 Stiffness matrix of an uncracked prismatic cantilever -- Example 13.2 Tangent stiffness matrix of a cracked cantilever -- 13.6.Fixed-end forces -- 13.7.Fixed-end forces due to temperature -- 13.8.Numerical integration -- 13.9.Iterative analysis -- 13.10.Convergence criteria -- 13.11.Incremental method -- 13.12.Examples of statically indeterminate structures -- Example 13.3 Demonstration of the iterative analysis -- Example 13.4 Deflection of a non prestressed concrete slab -- Example 13.5 Prestressed continuous beam analysed by the incremental method -- 13.13.General -- 14.1.Introduction -- 14.2.Properties of FRP reinforcements for concrete -- 14.3.Strain in reinforcement and width of cracks -- 14.4.Design of cross-sectional area of FRP for non-prestressed flexural members -- 14.5.Curvature and deflections of flexural members -- 14.6.Relationship between deflection, mean curvature and strain in reinforcement -- 14.7.Ratio of span to minimum thickness -- 14.7.1.Minimum thickness comparison between members reinforced with steel and with FRP -- 14.7.2.Empirical equation fin- ratio of length to minimum thickness -- 14.8.Design examples for deflection control -- Example 14.1 A simple beam -- Example 14.2 Verification of the ratio of span to deflection -- 14.9.Deformability of sections in flexure -- 14.10.Prestressing with FRP -- 14.11.General -- A.1.fib CEB-FIP Model Code 2010 (MC-2010) -- A.1.1.Parameters affecting creep -- A.1.2.Effect of temperature on maturity -- A.1.3.Modulus of elasticity -- A.1.4.Development of strength and modulus of elasticity with time -- A.1.5.Tensile strength -- A.1.6.Creep under stress not exceeding 40 per cent of mean compressive strength -- A.1.7.Effect of type of cement on creep -- A.1.8.Creep under high stress -- A.1.9.Shrinkage -- A.2.Eurocode 2-1992 (EN 1992 (2004)) -- A.3.ACI Committee 209 -- A.3.1.Creep -- A.3.2.Shrinkage -- A.4.British Standard BS 8110 -- A.4.1.Modulus of elasticity of concrete -- A.4.2.Tensile strength of concrete -- A.4.3.Creep -- A.4.4.Shrinkage -- A.5.Computer code for creep, aging coefficients and free shrinkage -- A.6.Graphs for creep and aging coefficients -- A.7.Approximate equation for aging coefficient -- C.1.Linear variations of co and w between each two consecutive sections -- C.2.Parabolic variations of 80 and vi between three equally-spaced sections -- E.1.Introduction -- E.2.Crack spacing -- E.3.Eurocode 2-1991 (EC2-91) -- E.4.CEB-FIP 1990 (MC-90) -- E.5.ACI318-89 and ACI318-99 -- E.6.British Standard BS 8110 -- G.1.Introduction -- G.2.Computer program CRP (Creep and Shrinkage) -- G.2.1.Input and output of CRP -- G.2.2.FORTRAN code revision -- G.2.3.Example input file for CRP -- G.3.Computer program SCS (Stresses in Cracked Sections) -- G.3.1.Input and output of SCS -- G.3.2.Units and sign convention -- G.3.3.Example input file for SCS -- G.4.Computer program TDA (Time-Dependent Analysis) -- G.4.1.Input data for TDA -- G.4.2.Units and sign convention -- G.4.3.Prestressing duct -- G.4.4.Example input file for TDA -- G.5.Computer program CGS (Cracked General Sections) -- G.5.1.Input data for CGS -- G.5.2.Example input file for CGS.
Bibliography noteIncludes bibliographical references and index.
LCCN 2011006892
ISBN9780415585613 (hbk : alk. paper)
ISBN0415585619 (hbk : alk. paper)

Availability

Library Location Call Number Status Item Actions
Joyner General Stacks TA681 .G39 2012 ✔ Available Place Hold