Improvements of IS 1343-2012 Shear Design Provisions Using a New Traditional Shear Database of Prestressed Concrete Members with Stirrups

Sadhana ◽  
2020 ◽  
Vol 45 (1) ◽  
Author(s):  
Mallikarjun Perumalla ◽  
Arghadeep Laskar
Keyword(s):  
Prestressed Concrete ◽  
Concrete Members ◽  
Shear Design

GRAPHS FOR THE DIRECT SHEAR DESIGN OF PRESTRESSED CONCRETE MEMBERS

PCI Journal ◽  
1969 ◽  
Vol 14 (4) ◽  
pp. 14-29
Author(s):  
Francis J. Francis J. Jacques
Keyword(s):  
Prestressed Concrete ◽  
Direct Shear ◽  
Concrete Members ◽  
Shear Design

scholarly journals A New Approach to Shear Design of Prestressed Concrete Members

PCI Journal ◽  
1999 ◽  
Vol 44 (4) ◽  
pp. 92-117 ◽  
Author(s):  
Mohsen A. Shahawy ◽  
Chun S. Cai
Keyword(s):  
Prestressed Concrete ◽  
New Approach ◽  
Concrete Members ◽  
Shear Design

Flexural design of precast, prestressed ultra-high-performance concrete members

PCI Journal ◽  
2020 ◽  
Vol 65 (6) ◽  
pp. 35-61
Author(s):  
Chungwook Sim ◽  
Maher Tadros ◽  
David Gee ◽  
Micheal Asaad
Keyword(s):  
Prestressed Concrete ◽  
High Performance ◽  
High Performance Concrete ◽  
Limit State ◽  
Design Guidelines ◽  
Design Tool ◽  
Supplementary Cementitious Materials ◽  
Ultra High Performance Concrete ◽  
Concrete Members ◽  
Cylinder Strength

Ultra-high-performance concrete (UHPC) is a special concrete mixture with outstanding mechanical and durability characteristics. It is a mixture of portland cement, supplementary cementitious materials, sand, and high-strength, high-aspect-ratio microfibers. In this paper, the authors propose flexural design guidelines for precast, prestressed concrete members made with concrete mixtures developed by precasters to meet minimum specific characteristics qualifying it to be called PCI-UHPC. Minimum specified cylinder strength is 10 ksi (69 MPa) at prestress release and 18 ksi (124 MPa) at the time the member is placed in service, typically 28 days. Minimum flexural cracking and tensile strengths of 1.5 and 2 ksi (10 and 14 MPa), respectively, according to ASTM C1609 testing specifications are required. In addition, strain-hardening and ductility requirements are specified. Tensile properties are shown to be more important for structural optimization than cylinder strength. Both building and bridge products are considered because the paper is focused on capacity rather than demand. Both service limit state and strength limit state are covered. When the contribution of fibers to capacity should be included and when they may be ignored is shown. It is further shown that the traditional equivalent rectangular stress block in compression can still be used to produce satisfactory results in prestressed concrete members. A spreadsheet workbook is offered online as a design tool. It is valid for multilayers of concrete of different strengths, rows of reinforcing bars of different grades, and prestressing strands. It produces moment-curvature diagrams and flexural capacity at ultimate strain. A fully worked-out example of a 250 ft (76.2 m) span decked I-beam of optimized shape is given.

Strength of Precast Prestressed Concrete Members With Dapped Ends

PCI Journal ◽  
1986 ◽  
Vol 31 (5) ◽  
pp. 58-75 ◽  
Author(s):  
Alan H. Mattock ◽  
Teddy S. Theryo
Keyword(s):  
Prestressed Concrete ◽  
Concrete Members ◽  
Dapped Ends ◽  
Precast Prestressed Concrete

SHEAR DESIGN OF PRESTRESSED CONCRETE STEPPED BEAMS

PCI Journal ◽  
1973 ◽  
Vol 18 (4) ◽  
pp. 37-49 ◽  
Author(s):  
M. P. Werner
Keyword(s):  
Prestressed Concrete ◽  
Shear Design

Evaluation of the expansion attained to date by concrete affected by alkali–silica reaction. Part III: Application to existing structures

2005 ◽  
Vol 32 (3) ◽  
pp. 463-479 ◽  
Author(s):  
Marc-André Bérubé ◽  
Nizar Smaoui ◽  
Benoit Fournier ◽  
Benoit Bissonnette ◽  
Benoit Durand
Keyword(s):  
Prestressed Concrete ◽  
Alkali Silica Reaction ◽  
Existing Structures ◽  
Concrete Members ◽  
Crack Widths ◽  
Concrete Petrography ◽  
Made In

The expansion attained by a concrete affected by alkali-silica reaction (ASR) is an important parameter in the evaluation of the corresponding structure. In part I, relationships were established in the laboratory between the ASR expansion and the stiffness damage test (SDT), the damage rating index (DRI), and the cumulated width of cracks observed at the surface of concrete specimens made with various types of reactive aggregates. In part II, these relationships were verified in the case of specimens made in laboratory but exposed outdoors. In part III, the aforementioned methods were applied to three ASR-affected structures. The measurement of crack widths at the surface of the affected members allowed a rather good estimation of the concrete expansion, provided the measurements were taken on the most severely exposed sections of these members. The DRI did not allow differentiating the most visually and mechanically affected concretes from the least affected concretes. The SDT proved to be the most interesting method to date for evaluating the expansion of ASR-affected concrete; however, it seemed to underestimate the expansion of the prestressed concrete members investigated.Key words: aggregates, alkali–silica reaction, concrete, petrography, expansion, stiffness, cracking.

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