International Concrete Abstracts Portal

SP-172 The theme of the Third ACI International Conference in Malaysia in 1997 was "High-Performance Design and Materials and Recent Advances in Concrete Technology". Over 90 papers were submitted and reviewed, and 52 were accepted for this publication.

This paper provides details on five projects where high-performance concrete was used for construction of concrete floors and pavements. Four of these projects are located in Australia and one in Malaysia. Emphasis is placed on strict quality assurance in accordance with AS/NZS 9002 Quality Systems for Production and Installation. Assessment of the concrete quality was made in accordance with the inspection and test plan proposed by the concrete manufacturer and the project specification. The main assessment criteria for each of the following projects were performance based. Chullora printing facility used 80-MPa and lOO-MPa concrete to achieve a very high abrasion resistance, very flat floor to accommodate the continuous turning actions of computer guided vehicles transporting full rolls of newsprint. lOO-MPa textured road pavement was constructed at Wilton Road, Maldon to facilitate frequent turning of heavy vehicles on a public road adjacent to the cement works. National Rail Corporation freight terminal crane roadway was constructed at Chullora using lOO-MPa concrete with a 10-MPa flexural strength. The roadway was subjected to road loadings 24 hours after concrete placing. A distribution centre at Bukit Raja in Malaysia, for which a 40-MPa concrete was specified for the construction of a very flat floor with a high abrasion resistance. An 80-MPa concrete was specified for the construction of a trial pavement for the network of roads within the North Parkes underground gold mine in western New South Wales. The performance criteria was consistently achieved on each project, due to a very well co-ordinated team effort. Because normal concrete is not suitable for this type of construction, high-performance concrete must be specially designed in conjunction with specific methods of floor or pavement construction to yield significantly reduced overall maintenance and life cycle cost savings.

This paper deals with the design and testing of high performance concrete mixtures capable of being cast under water and resisting the sulphates and chlorides existing in soil and ground water. Such concrete shall have high workability, self compactibility, high strength, and high durability. Fourteen concrete mixtures were proportioned to give compressive strength of 56 Mpa after 28 days using high slag blast furnace cement and natural gravel and sand. Five types of admixtures were used to obtain a slump from 200 mm to 250 mm. These concretes were specified to cast the diaphragm walls and 600 piles comprising the foundation of the new Alexandria library, by using a tremie pipe to a depth of 34 meter under water. The properties of fresh concrete such as slump, slump loss, air content, compaction factor, unit weight, and setting time were measured for each mixture. For hardened concrete, characteristics such as compressive strength at different ages, tensile strength, flexural strength, water absorption, coefficient of permeability, drying shrinkage and wetting expansion were determined. A concrete block model and full scale trial panel were cast by tremie pipe to investigate the flowability and self compactibility of concrete mixture. Cores were drilled from both the block model and trial panel at different depths and examined to check the compactibility of concrete without vibrating. In addition, temperature development of concrete used for casting of the trial panel due to the heat of hydration was measured.

The expanded use of fiber reinforced polymer (FRP) tendons as prestressing and post-tensioning tendons requires that these tendons be subjected to high axial loads while bent or harped around a curved surface. This paper describes the behavior of one type of CFRP tendon when subjected to combined axial loading and harping. Four test series to study the tendon fiber strain distribution and seven test series to study the tendon ultimate strength were conducted. The tendons were subjected to various combinations of axial loading and harping around a curved surface. Test parameters for the ultimate strength tests included tendon axial load, bend angle, and curvature of harping point. Harping points were set to either 1 in. (25 mm), 5 in. (127 mm), or 20 in. (508 mm) radius. Ultimate strength tests included static strength tests and fatigue tests. Results of the static tests indicate that at failure, the flexural strains at harped point far exceed the average fiber strain recorded in uni-axial tensile strength tests. The flexural strain is defined as the difference between strain readings from a 0.125 inch (3.2 mm) strain gage placed on the tendon bend outside face and the tendon average axial strain. No flexural strains were observed away from the tendon bend beyond about 6 in. (152 mm). Based on the tests, an expression for the tendon flexural strain at harped point as a function of axial load, bend angle, and harping plate curvature was developed. This expression for flexural strain at harped point was used in a maximum strain failure criteria model that accurately predicts the failure of specimens tested in this research. The results of the fatigue testing indicated no degradation of tensile strength due to fatigue loading.

In this study, the wedge splitting test(WST) was carried out for the fatigue crack growth behavior of concrete. Selected test variables were concrete compressive strength of 28, 60 and 118 MPa, and stress ratio with 2 levels (6, 13 %). In order to make the designed stress ratio, the maximum and the minimum fatigue loading were 75-85 % and 5~10 % of ultimate static load, respectively. Fatigue testing was preceded by crack mouth opening displacement(CMOD) compliance calibration and fracture energy test, and then the fatigue crack growth was computed by crack length vs. CMOD compliance relations acquisited by the CMOD compliance calibration technique. In fatigue test, the frequency of loading cycle was 1 Hz, and the initial notch length(%) was 30 % of specimen height. To evaluate the validity of CMOD compliance calibration technique, the crack length measured by the method suggested in this study was compared with that predicted by linear elastic fracture mechanics(LEFM). On the basis of the experimental results, a LEFM-based empirical model for fatigue crack growth rate(da/dN-AKi relationships) considering the effects of concrete strength was presented. The fatigue crack growth rate increased with the strength of concrete. It appears that the da/dN-AK1 relationships was influenced by stress ratio, however, the effect is diminished with an increase of strength. In addition, the effect of initial notch length on the fracture energy were shown, and the comparisons between CMOD compliance calibration technique and LEFM gave the validity of CMOD compliance calibration technique for the WST.