A Global Integrity Parameter with Acoustic Emission for Load Testing of Prestressed Concrete Girders
Source abstract
Abstract
First Name is required invalid characters Last Name is required invalid characters Email Address is required Invalid Email Address Invalid Email Address
Only a short abstract or summary was supplied by the source.
Source: openalex_inverted_index · Quality: short
Research context
OpenAlex topics: Structural Behavior of Reinforced Concrete · Structural Response to Dynamic Loads · Geophysical Methods and Applications
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
References (19)
Show source-provided references
1. ACI Committee 318, 2011, “Building Code Requirements for Structural Concrete (ACI 318-11) and Commentary,” American Concrete Institute, Farmington Hills, MI, 503 pp.
2. ACI Committee 437, 2007, “Load Tests of Concrete Structures: Methods, Magnitude, Protocols, and Acceptance Criteria (ACI 437.1R-07),” American Concrete Institute, Farmington Hills, MI, 38 pp.
3. ACI Committee 437, 2012, “Code Requirements for Load Testing of Existing Concrete Structures and Commentary (ACI 437-12) (ACI Provisional Standard),” American Concrete Institute, Farmington Hills, MI, 34 pp.
4. ASTM E1316-13d, 2013, “Standard Terminology for Nondestructive Examinations,” ASTM International, West Conshohocken, PA, 38 pp.
5. Barrios, F., 2010, “Acoustic Emission Techniques and Cyclic Load Testing for Integrity Evaluation of Self-Consolidating Normal and Lightweight Prestressed Concrete Girders,” PhD dissertation, Department of Civil Engineering, University of South Carolina, Columbia, SC.
6. Barrios, F., and Ziehl, P., 2011, “Effect of Loading Pattern on the Acoustic Emission Evaluation of Prestressed Concrete Girders,” Journal of Acoustic Emission, V. 29, pp. 42-56.
7. Barrios, F., and Ziehl, P., 2012, “Cyclic Load Testing for Integrity Evaluation of Prestressed Concrete Girders,” ACI Structural Journal, V. 109, No. 5, Sept.-Oct., pp. 615-623.
8. Colombo, S.; Forde, M.; Main, I.; and Shigeishi, M., 2005, “Predicting the Ultimate Bending Capacity of Concrete Beams from the ‘Relaxation Ratio’ Analysis of AE Signals,” Construction and Building Materials, V. 19, No. 10, pp. 746-754. doi: 10.1016/j.conbuildmat.2005.06.00410.1016/j.conbuildmat.2005.06.004 ↗
9. Galati, N.; Nanni, A.; Tumialan, J. G.; and Ziehl, P. H., 2008, “In-Situ Evaluation of Two Concrete Slab Systems. I: Load Determination and Loading Procedure,” Journal of Performance of Constructed Facilities, V. 22, No. 4, pp. 207-216. doi: 10.1061/(ASCE)0887-3828(2008)22:4(207)10.1061/(ASCE)0887-3828(2008)22:4(207) ↗
10. JSNDI, 2000, “Recommended Practice for In Situ Monitoring of Concrete Structures by Acoustic Emission,” NDIS 2421, Japanese Society for Nondestructive Inspection, Tokyo, Japan, 6 pp.
11. Liu, Z., and Ziehl, P., 2009, “Evaluation of Reinforced Concrete Beam Specimens with Acoustic Emission and Cyclic Load Test Methods,” ACI Structural Journal, V. 106, No. 3, May-June, pp. 288-299.10.14359/56493 ↗
12. Ohtsu, M.; Uchida, M.; Okamoto, T.; and Yuyama, S., 2002, “Damage Assessment of Reinforced Concrete Beams Qualified by Acoustic Emission,” ACI Structural Journal, V. 99, No. 4, July-Aug., pp. 411-417.10.14359/12109 ↗
13. Ridge, A., and Ziehl, P., 2006, “Nondestructive Evaluation of Strengthened Reinforced Concrete Beams: Cyclic Load Test and Acoustic Emission Methods,” ACI Structural Journal, V. 103, No. 6, Nov.-Dec., pp. 832-841.10.14359/18235 ↗
14. Xu, J., 2008, “Nondestructive Evaluation of Prestressed Concrete Structures by Means of Acoustic Emission Monitoring,” PhD dissertation, Department of Civil Engineering, University of Auburn, Auburn, AL.
15. Xu, J.; Barnes, R.; and Ziehl, P., 2013, “Evaluation of Prestressed Concrete Beams Based on Acoustic Emission Parameters,” Materials Evaluation, V. 71, No. 2, pp. 176-185.
16. Ziehl, P.; Galati, N.; Nanni, A.; and Tumialan, J., 2008, “In Situ Evaluation of Two Concrete Slab Systems. II: Evaluation Criteria and Outcomes,” Journal of Performance of Constructed Facilities, ASCE, V. 22, No. 4, pp. 217-227. doi: 10.1061/(ASCE)0887-3828(2008)22:4(217)10.1061/(ASCE)0887-3828(2008)22:4(217) ↗
17. Ziehl, P. H.; Engelhardt, M.; Fowler, T. J.; Ulloa, F. V.; Medlock, R. D.; and Schell, E., 2009a, “Design and Field Evaluation of a Hybrid FRP/Reinforced Concrete Bridge Superstructure System,” Journal of Bridge Engineering, ASCE, V. 14, No. 5, pp. 309-318. doi: 10.1061/(ASCE)BE.1943-5592.000000210.1061/(ASCE)BE.1943-5592.0000002 ↗
18. Ziehl, P.; Rizos, D.; Caicedo, J.; Barrios, F.; Howard, R.; and Colmorgan, A., 2009b, “Investigation of the Performance and Benefits of Lightweight SCC Prestressed Concrete Bridge Girders and SCC Materials,” Final Report submitted to the South Carolina Department of Transportation, 182 pp.
19. Ziehl, P.; Rizos, D.; Caicedo, J.; Colmorgan, A.; Howard, R.; and Barrios, F., 2010, “Investigation of the Performance and Benefits of Self-Consolidating Concrete for Prestressed Bridge Girders,” Final Report submitted to the South Carolina Department of Transportation, 212 pp.