Splitting Tensile Strength and Compressive Strength Relationships at Early Ages
Author(s): Francis A. Oluokun, Edwin G. Burdette, and J. Harold Deatherage
Published By:ACI
Published Year:1991
Size: 0.1 MB
Quality:Original Preprint
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Tensile Strength of Low, Medium, and High-Strength Concretes at Early Ages
Author(s): Arshad A. Khan, William D. Cook, and Denis Mitchell
Published By:ACI
Published Year:1996
Size: 0.2 MB
Quality:Unspecified
Abstract: This paper presents an experimental study of early-age tensile strength (i.e., modulus of rupture) of low, medium, and high-strength concretes. In this study, low strength indicates a 28-day concrete compressive strength of 30 MPa (4300 psi), medium strength indicates a 28-day concrete compres-sive strength of 70 MPa (10,150 psi), and high strength indicates a 28-day concrete compressive strength of 100 MPa (14,500 psi). Tests on modulus of rupture specimens were carried out at frequent intervals during the first 3 days after casting to observe the influence of concrete strength. The influ ence of three different curing conditions-temperature-matched curing, sealed curing, and air-dried curing-were investigated. It was found that the gain in modulus of rupture of temperature-matched cured concrete beams is higher than that of sealed and air-dried beams. After an initial retardation period, the 70 and 100 MPa (10,150 and 14,500 psi) concretes showed a higher rate of flexural strength gain than the 30 MPa (4300 psi) concrete. It was observed that the current ACI Code expression for modu-lus of rupture overestimates the modulus of rupture for very early-age con-crete and underestimates the modulus of rupture for concrete strengths above 1.5 MPa (2175 psi). It was also found that the equation proposed by the ACI 363 Committee overestimates the modulus of rupture for all con-crete strengths and curing conditions investigated. Relationships are pro-posed to predict the modulus of rupture as a function of the concrete compressive strength. These relationships are applicable at very early ages up to an age of 91 days and account for a wide range of concrete compres-sive strengths and curing conditions.
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GIS and Geocomputation for Water Resource Science and Engineering not only provides a comprehensive introduction to the fundamentals of geographic information systems but also demonstrates how GIS and mathematical models can be integrated to develop spatial decision support systems to support water resources planning, management and engineering. The book uses a hands-on active learning approach to introduce fundamental concepts and numerous case-studies are provided to reinforce learning and demonstrate practical aspects. The benefits and challenges of using GIS in environmental and water resources fields are clearly tackled in this book, demonstrating how these technologies can be used to harness increasingly available digital data to develop spatially-oriented sustainable solutions. In addition to providing a strong grounding on fundamentals, the book also demonstrates how GIS can be combined with traditional physics-based and statistical models as well as information-theoretic tools like neural networks and fuzzy set theory.
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If you like this book, buy it and support the authors.
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Abstract:
This paper presents an experimental study of early-age tensile strength (i.e., modulus of rupture) of low, medium, and high-strength concretes. In this study, low strength indicates a 28-day concrete compressive strength of 30 MPa (4300 psi), medium strength indicates a 28-day concrete compres-sive strength of 70 MPa (10,150 psi), and high strength indicates a 28-day concrete compressive strength of 100 MPa (14,500 psi). Tests on modulus of rupture specimens were carried out at frequent intervals during the first 3 days after casting to observe the influence of concrete strength. The influ ence of three different curing conditions-temperature-matched curing, sealed curing, and air-dried curing-were investigated. It was found that the gain in modulus of rupture of temperature-matched cured concrete beams is higher than that of sealed and air-dried beams. After an initial retardation period, the 70 and 100 MPa (10,150 and 14,500 psi) concretes showed a higher rate of flexural strength gain than the 30 MPa (4300 psi) concrete. It was observed that the current ACI Code expression for modu-lus of rupture overestimates the modulus of rupture for very early-age con-crete and underestimates the modulus of rupture for concrete strengths above 1.5 MPa (2175 psi). It was also found that the equation proposed by the ACI 363 Committee overestimates the modulus of rupture for all con-crete strengths and curing conditions investigated. Relationships are pro-posed to predict the modulus of rupture as a function of the concrete compressive strength. These relationships are applicable at very early ages up to an age of 91 days and account for a wide range of concrete compres-sive strengths and curing conditions.
If any one have the DIN (German) standards complete sets or some of it in English language, please post it.
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This is an introduction to the range of factors influencing the successful construction of concrete floor slabs for both industrial and commercial use. It describes developments in equipment operating on such floors, and its influence on the design and specification of the concrete slab.
Contents
1. Design and development of floor construction
2. Planning and managing the project
3. Guidelines and specifications on floor construction
Appendix
References
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Pepa Cassinello's book pays tribute to one of the most outstanding international exponents of the Laminar Adventure in Modern Architecture, a revered chapter in the Construction History of the XX century. The book gathers a varied and ample analysis of his work, in the view of some of the most prominent international professionals (Manterola, Torroja, Aroca, Calavera, Billington, Schlaich, Oliva…) in architecture, engineering and teaching. Three disciplines skillfuly merged by Félix Candela, builder and master of the "reinforced concrete shell structures".
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Vibration of Functionally Graded Beams and Plates uses numerically efficient computational techniques to analyze vibration problems associated with FG beams and plates. Introductory material on FG materials and structural members, as well as a range of vibration and shear deformation theories are discussed, providing a valuable summary of these broader themes.
The latest research and analysis of vibration in FG materials is presented in an application-oriented manner, linking the research to its importance in fields such as aerospace, nuclear power, and automotive engineering.
The book also features research on the complicating effects of thermal environments, piezoelectricity, and elastic foundations. The innovative computational procedures and simulation results are shown in full throughout, providing a uniquely valuable resource for users of numerical modeling software.
This book is essential reading for any researcher or practitioner interested in FG materials, or the design of technology for the nuclear power, aerospace, and automotive industries.
Defines the basic preliminaries of vibration and FG materials
Introduces historical background and recent developments in functionally graded materials with references for further reading
Shows computational procedures with simulation results
Includes many easy to understand example problems
Presents various analytical and numerical procedures for each solution
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Design of Composite Steel and Concrete Structures with Worked Examples to Eurocode 4
Author(s):
S P Chiew and Y Q Cai
Publish Date:
2013
ISBN:
978-981-07-6947-5
Published By:
Research Publishing
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Design of Steel Structures with Worked Examples to EN1993-1-1 and EN1993-1-8
Author(s):
F. Wald,K. H. Tan and S. P. Chiew
Publish Date:
2012
ISBN:
978-981-08-9441-2
Published By:
Research Publishing
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