University of Wollongong Remaining Life of Concrete Sleepers: A Multifaceted Approach A/Prof Alex Remennikov School of Civil, Mining and Environmental Engineering University of Wollongong, NSW, Australia 1 Introduction This project will give track owners methods of more 2 2 accurately assessing the dynamic capacity of in-track concrete sleepers. As commercial pressures drive up axle loads and train speeds, deferring large-scale sleeper replacement through higher sleeper capacity rating has the potential for very large savings in capital expenditure for owners. To establish better methods of sleeper rating, the method is based on in-track and laboratory-based studies of the static, dynamic and impact behaviour of sleepers, of the actual loading regimes experienced by sleepers in-track, and detailed material characterization of the concrete. Strength Loading Materials 3 • • • • Static tests Impact tests Fatigue tests Prestressing tests • • • • Processing of WILD data Spectral analysis of WILD Forecasting for next 5-10 years Limit states design checks • Concrete strength • Cement content/w/c ratio • Ultrasonic Pulse Velocity • Concrete carbonation • Sulphate Attack and Delayed • Ettringite Formation Collection and Processing of Wheel Impact Detectors Data Spectral Analysis of Data from WILD Extrapolation of data for next 5-10 years period Limit States Design Checks Typical wheel impact detector (WID) data as-received 5 Static loads (extracted from WID data) 6 Impact loads (extracted from WID data) 7 Impact load curve fitting 1:10 1:100 1:1000 8 Impact load, forecasting 9 Static bending testing Dynamic impact testing Fatigue testing Prestressing tests STATIC TESTS Rail seat vertical load tests – Negative and Positive Bending Moments Centre Negative and Positive Bending Moment Tests 11 11 DYNAMIC TESTING Concrete Sleepers Impact Load Testing Facility at UoW Characteristics: • Height of impact = 6 m • Weight of anvil = 600 kg • Max impact velocity = 10 m/s • Max impact energy = 10,000 J • Max impact load = 2000 kN Monitoring equipment: • Dynamic load cell • Laser displacement sensors • Accelerometers • Strain gauges • High-speed camera 12 12 DYNAMIC TESTING Impact tests setup Optical trigger Falling anvil 600 kg Shock absorbers Sleeper support system Strong floor 13 13 Tested concrete sleepers DYNAMIC TESTING Impact tests setup – sleepers support systems for different track moduli Very soft track (8 MPa) Moderate track modulus (20-70 MPa) Very hard track (120 MPa) Ballast (200 mm) Sand-rubber Mix (200 mm) Strong Concrete Floor (1.5 m deep) Shock mat (10mm) 14 14 Ballast (150 mm) Strong Concrete Floor (1.5 m deep) Shock mat (10mm) VERIFICATION OF PRESTRESSING Test arrangement and instrumentation Specimens prepared for dynamic relaxation tests at sleeper centre Strain gauges attached to steel wires Wire cutting and data recording procedure 15 15 TYPICAL RESULTS – STATIC TESTING Rail Seat Bending Strength 600 UOW5 UOW6 Total load (kN) 500 400 300 200 100 0 0 4 8 12 Displacement (mm) 16 20 8 12 Displacement (mm) 16 20 500 UOW7 UOW8 Total load (kN) 400 300 200 100 16 16 0 0 4 TYPICAL RESULTS – STATIC TESTING Centre Bending Strength 120 UOW1 UOW2 Total load (kN) 100 80 60 40 20 0 0 10 20 Displacement (mm) 30 40 150 UOW3 UOW4 Total load (kN) 120 90 60 30 0 17 17 0 10 20 30 Displacement (mm) 40 50 TYPICAL SUMMARY OF STATIC TEST RESULTS 1 2 3 4 1818 Type of test Sleeper Cracking Cracking marks load moment (kN) (kN.m) 30.0 Ultimate load capacity (kN) 99 Ultimate moment capacity (kN.m) 38 Centre positive moment (MC+) UOW1 78 UOW2 85 32.6 99 38 Centre negative moment (MC-) UOW3 85 32.6 104 40 UOW4 110 42.2 138 52 Rail seat positive moment (MR+) UOW5 350 57.8 575 95 UOW6 350 57.8 580 96 Rail seat negative UOW7 moment (MR-) UOW8 150 24.8 420 69 150 24.8 350 58 Design moment capacity (kN.m) 38 40 95 58 RESULTS – IMPACT TESTING Hard Track Support Condition Experimental setup High-speed camera for recording short duration impact event 19 19 RESULTS – IMPACT TESTING Hard Track Support Condition High-speed camera recording 20 20 RESULTS – IMPACT TESTING Hard Track Support Condition Impact testing program (based on predicted impact load from spectral analysis of WILD data) Loading duration (msec) 14 15 13 14 5 915 580 14 6 915 590 14 7 915 637 13 8 915 613 13 9 2121 Maximu m load (kN) 606 570 615 625 915 630 13 10 915 630 14 11 1025 700 13 Observed damage no damage no damage no damage first minor crack crack propagation no additional damage no additional damage no additional damage no additional damage no additional damage no additional damage 550 500 Impact load (kN) 1 2 3 4 Drop height (mm) 910 910 915 915 600 450 400 350 300 250 200 150 100 50 0 0 0.01 0.02 0.03 0.04 0.05 0.06 0.07 0.08 0.09 0.1 Time (sec) Sleeper deformation from image processing 25 Sleeper vertical displacement (mm) Test No 650 20 15 10 5 0 Residual displacement due to ballast crushing -5 -10 -15 0 0.05 0.1 0.15 0.2 0.25 Time (sec) 0.3 0.35 0.4 0.45 RESULTS – IMPACT TESTING Hard Track Support Condition Cracking at rail seat 22 22 Ballast crushing due to high impact loads RESULTS – LEVEL OF PRESTRESS Dynamic relaxation tests 500 Initial state - wire intact 0 Prestressing Tendon 1 Prestressing Tendon 2 -500 -1000 Strain (strain) -1500 -2000 -2500 -3000 -3500 -4000 Sleepers with damaged end and exposed steel wires Inertial effects -4500 -5000 Final relaxed state -5500 -6000 500 Initial state - wire intact 0 0.5 1 1.5 2 2.5 3 3.5 4 4.5 5 Prestressing Tendon 1 Prestressing Tendon 2 0 Time (sec) -500 Level of prestress for undamaged sleeper is Strain (strain) -1000 -1500 Final relaxed state -2000 -2500 -3000 Level of prestress for damaged sleeper is Inertial effects -3500 -4000 23 23 0 0.5 1 1.5 2 2.5 Time (sec) 3 3.5 4 4.5 5 Concrete Strength and Modulus of Elasticity Cement Content and W/C Ratio Ultrasonic Pulse Velocity Concrete Carbonation Chloride Content Analysis and more Concrete Strength Ultrasonic Pulse Velocity Carbonation testing Level of Chloride at strand depth Alkali Silica Reaction Delayed Ettringite Formation/Sulphate Attack Future Research Objectives: To revise current acceptance standards for prestressed concrete sleepers based on results of impact testing for fatigue and ultimate limit state conditions. To revise current sleeper loading prediction methodology to reflect findings from the measurement and analysis of in-track data. To develop a sleeper acceptance framework for sleepers. To establish a methodology for capacity rating of concrete sleepers. 27 27