SP-246: Structural Implications of Shrinkage and Creep of Concrete

Notes/Preview

PURCHASE INDIVIDUAL PAPERS

Editors: John Gardner and Mario A. Chiorino

Description

This CD is a collection of papers prepared for a session held at the ACI 2007 Fall Convention in Puerto Rico on the effects of shrinkage and creep of concrete. The papers are organized into four groups: 1) design, construction, and behavior of bridge structures; 2) effect of concrete shrinkage and creep on the design and construction of tall buildings; 3) deflection and cracking serviceability of slabs, beams, and walls; and 4) other problems and basic questions.

Document Details

Publication Year: 2007

ISBN: 9780870312502

Categories: Creep & Shrinkage

Formats: PDF

Table of Contents

SP-246—1

Stress Distribution of Prestressed Concrete Structures as Influenced by Time and Temperature

by N.C.M. Tsang and G.L. England

SP-246—2

Numerical Approach to Viscoelastic Analysis of Concrete Structures Using Equilibrium and FEM

by M. Sassone, D. Bigaran, and C. Casalegno

SP-246—3

Removal of Temporary Supports and Creep Effects in Sequential Construction of Bridges

by M. Arici and M.F. Granata

SP-246—4

Creep and Shrinkage of a Self-Compacting VHPC in Prebent Composite Beams for Innovative Railway Bridges in France—Part I: Modeling

by S. Staquet, C. Bouley, L. D’Aloïa, R. Le Roy, B. Espion, and F. Toutlemonde

SP-246—5

Creep and Shrinkage of a Self-Compacting VHPC in Prebent Composite Beams for Innovative Railway Bridges in France—Part II: Case Study

by S. Staquet, C. Bouley, L. D’Aloïa, R. Le Roy, B. Espion, and F. Toutlemonde

SP-246—6

Design Optimization of a Continuous Railway Bridge with Prebent and Prestressed Composite Decks

by S. Staquet, H. Detandt, and B. Espion

SP-246—7

Designing for Effects of Creep and Shrinkage in High-Rise Concrete Buildings

by D.J. Carreira and T.D. Poulos

SP-246—8

Creep and Shrinkage and the Design of Supertall Buildings—A Case Study: The Burj Dubai Tower

by W.F. Baker, D.S. Korista, L.C. Novak, J. Pawlikowski, and B. Young

SP-246—9

Effect of Early Age Loading on Time-Dependent Deflection and Shrinkage Restraint Cracking of Slabs with Low Reinforcement Ratios

by J.I. Lee, A. Scanlon, and M.A. Scanlon

SP-246—10

Effect of Shrinkage on Short-Term Deflection of Reinforced Concrete Beams and Slabs

by P.H. Bischoff and R.D. Johnson

SP-246—11

A Proposal of Simple Design Equations for Evaluating Flexural Serviceability Performance of Reinforced High and Low Shrinkage HSC Beams 181

by M. Tanimura and R. Sato

SP-246—12

Numerical Analysis of the Effect of Shrinkage on Flexural Deformation and Crack Width

by I. Ujike, R. Sato, I. Maruyama, M. Tanimura, and M. Suzuki

SP-246—13

Influence of Passive Reinforcement on Creep and Shrinkage of Concrete: Long-Term Observations

by K. Audenaert and L. Taerwe

SP-246—14

Investigation of Cracking of Mass Concrete Members Induced by Restrained Contraction

by C. Mircea, M. Filip, and A. Ioani

SP-246—15

Drying Shrinkage Updated Model for Hardened Chilean Concretes

by C. Videla

SP-246—16

Shrinkage Effect on Shear Strength of Reinforced, High Strength Concrete Beams

by R. Sato, H. Kawakane, T. Kawamoto, R. Ushio, and I. Maruyama

SP-246—17

Does Bernoulli’s Hypothesis Apply to Differential Shrinkage Problems?

by J. Silfwerbrand

SP-246—18

The Importance of Time in Understanding Concrete Behaviour

by S.J. Alexander

ERRATA INFO

Any applicable errata are included with individual documents at the time of purchase. Errata are not included for collections or sets of documents such as the ACI Collection. For a listing of and access to all product errata, visit the Errata page.

Return/Exchange Policy

Printed / Hard Copy Products: The full and complete returned product will be accepted if returned within 60 days of receipt and in salable condition. A 20% service charge applies. Return shipping fees are the customer’s responsibility.

Electronic /Downloaded Products & Online Learning Courses: These items are not eligible for return.

Subscriptions These items are not eligible for return.

Exchanges: Contact ACI’s Customer Services Department for options (+1.248.848.3800 – ACICustomerService@concrete.org).