Multi-Step Slotting Method for Evaluating In-Place Stress in Concrete
Source abstract
Abstract
First Name is required invalid characters Last Name is required invalid characters Email Address is required Invalid Email Address Please select a country... Afghanistan Åland Islands Albania Algeria American Samoa Andorra Angola Anguilla Antarctica Antigua And Barbuda Argentina Armenia Aruba Australia Austria Azerbaijan Bahamas Bahrain Bangladesh Barbados Belarus Belgium Belize Benin Bermuda Bhutan Bolivia Bonaire, Sint Eustatius and Saba Bosnia and Herzegovina Botswana Bouvet Island Brazil British Antarctic Territory British Indian Ocean Territory British Overseas Territory Brunei Darussalam Bulgaria Burkina Faso Burundi Cabo Verde Cambodia Cameroon Canada Cayman Islands Central African Republic Chad Chile China Christmas Island Cocos (Keeling) Islands Colombia Comoros Congo Congo, Democratic Republic of the Cook Islands Costa Rica Côte d'Ivoire Croatia Cuba Curaçao Cyprus Czech Republic Denmark Djibouti Dominica Dominican Republic Ecuador Egypt El Salvador Equatorial Guinea Eritrea Estonia Ethiopia Falkland Islands Faroe Islands Fiji Finland France French Guiana French Polynesia French Southern Territories Gabon Gambia Georgia Germany Ghana Gibraltar Greece Greenland Grenada Guadeloupe Guam Guatemala Guernsey Guinea Guinea-Bissau Guyana Haiti Heard Island and McDonald Islands Holy See (Vatican City) Honduras Hong Kong Hungary Iceland India Indonesia Iran, Islamic Republic of Iraq Ireland Isle of Man Israel Italy Jamaica Japan Jersey Jordan Kazakhstan Kenya Kiribati Korea (the Republic of) Korea, Democratic People's Republic of Kosovo, Republic of Kuwait Kyrgyzstan Lao People's Democratic Republic Latvia Lebanon Lesotho Liberia Libya Liechtenstein Lithuania Luxembourg Macau Macedonia, Former Yugoslav Republic of Madagascar Malawi Malaysia Maldives Mali Malta Marshall Islands Martinique Mauritania Mauritius Mayotte Mexico Micronesia, Federated States of Moldova, Republic of Monaco Mongolia Montenegro Montserrat Morocco Mozambique Myanmar Namibia Nauru Nepal Netherlands New Caledonia New Zealand Nicaragua Niger Nigeria Niue Norfolk Island Northern Mariana Islands Norway Oman Pakistan Palau Palestine, State of Panama Papua New Guinea Paraguay Peru Philippines Pitcairn Poland Portugal Puerto Rico Qatar Réunion Romania Russian Federation Rwanda Saint Barthélemy Saint Kitts And Nevis Saint Lucia Saint Martin (French part) Saint Pierre and Miquelon Samoa San Marino Sao Tome And Principe Saudi Arabia Senegal Serbia Seychelles Sierra Leone Singapore Sint Maarten (Dutch part) Slovakia Slovenia Solomon Islands Somalia South Africa South Georgia South Sudan Spain Sri Lanka St Vincent And Grenadines St. Helena Ascensian and Tristan da Aunh Sudan Suriname Svalbard and Jan Mayen Swaziland Sweden Switzerland Syrian Arab Republic Taiwan Tajikistan Tanzania, United Republic of Thailand Timor-Leste Togo Tokelau Tonga Trinidad And Tobago Tunisia Turkey Turkmenistan Turks And Caicos Islands Tuvalu Uganda Ukraine United Arab Emirates United Kingdom United States United States Minor Outlying Islands Uruguay Uzbekistan Vanuatu Venezuela Viet Nam Virgin Islands (British) Virgin Islands (U.S.) Wallis And Futuna Islands Western Sahara Yemen Zambia Zimbabwe Country/Territory is required
Source: openalex_inverted_index · Quality: baseline
Research context
OpenAlex topics: Structural Health Monitoring Techniques · Ultrasonics and Acoustic Wave Propagation · Concrete Properties and Behavior
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
References (34)
Show source-provided references
1. Xu, Z. D., and Wu, Z. S., “Energy Damage Detection Strategy Based on Acceleration Responses for Long-Span Bridge Structures,” Engineering Structures, V. 29, No. 4, 2007, pp. 609-617. doi: 10.1016/j.engstruct.2006.06.00410.1016/j.engstruct.2006.06.004 ↗
2. Xu, Z. D., and Wu, K. Y., “Damage Detection for Space Truss Structures Based on Strain Mode under Ambient Excitation,” Journal of Engineering Mechanics, ASCE, V. 138, No. 10, 2012, pp. 1215-1223. doi: 10.1061/(ASCE)EM.1943-7889.000042610.1061/(ASCE)EM.1943-7889.0000426 ↗
3. Mathar, J., “Determination of Initial Stresses by Measuring the Deformations around Drilled Holes,” Transactions of the American Society of Mechanical Engineers, V. 56, No. 3, 1934, pp. 249-254. doi: 10.1115/1.401971210.1115/1.4019712 ↗
4. Rendler, N., and Vigness, I., “Hole-Drilling Strain-Gage Method of Measuring Residual Stresses,” Experimental Mechanics, V. 6, No. 12, 1966, pp. 577-586. doi: 10.1007/BF0232682510.1007/BF02326825 ↗
5. ASTM E837-08e1, “Standard Test Method for Determining Residual Stresses by the Hole-Drilling Strain-Gage Method,” ASTM International, West Conshohoken, PA, 2008.
6. Schajer, G. S., “Hole-Drilling Residual Stress Measurements at 75: Origins, Advances, Opportunities,” Experimental Mechanics, V. 50, No. 2, 2010, pp. 245-253. doi: 10.1007/s11340-009-9285-y10.1007/s11340-009-9285-y ↗
7. Nau, A., and Scholtes, B., “Evaluation of the High-Speed Drilling Technique for the Incremental Hole-Drilling Method,” Experimental Mechanics, V. 53, No. 4, 2013, pp. 531-542. doi: 10.1007/s11340-012-9641-110.1007/s11340-012-9641-1 ↗
8. Pan, L.; Ge, H.; and Wang, B., “Effects of Poisson’s Ratio on the Calibration Coefficients of Hole-Drilling Strain-Gauge Method for Measuring Residual Stresses,” Strength of Materials, V. 53, No. 4, 2021, pp. 566-572. doi: 10.1007/s11223-021-00318-710.1007/s11223-021-00318-7 ↗
9. Pisarev, V.; Odintsev, I.; Eleonsky, S.; and Apalkov, A., “Residual Stress Determination by Optical Interferometric Measurements of Hole Diameter Increments,” Optics and Lasers in Engineering, V. 110, 2018, pp. 437-456. doi: 10.1016/j.optlaseng.2018.06.02210.1016/j.optlaseng.2018.06.022 ↗
10. McGinnis, M., and Pessiki, S., “Review of the Core-Drilling Method for Evaluating Concrete Stresses,” International Conference on Health Monitoring of Structure, Materials and Environment, V. 1, 2007, 632 pp.
11. Pessiki, S., and Turker, H., “Theoretical Formulation of the Core Drilling Method to Evaluate Stresses in Concrete Structures,” Review of Progress in Quantitative Nondestructive Evaluation, V. 509, 2000, pp. 1731-1737. doi: 10.1063/1.130624110.1063/1.1306241 ↗
12. Siddig, O. M.; Al-Afnan, S. F.; Elkatatny, S. M.; and Abdulraheem, A., “Drilling Data-Based Approach to Build a Continuous Static Elastic Moduli Profile Utilizing Artificial Intelligence Techniques,” Journal of Energy Resources Technology-Transactions of the ASME, V. 144, No. 2, 2022, p. 023001. doi: 10.1115/1.405096010.1115/1.4050960 ↗
13. Wang, Q.; Gao, H. K.; Jiang, B.; Li, S. C.; He, M. C.; and Qin, Q., “In-Situ Test and Bolt-Grouting Design Evaluation Method of Underground Engineering Based on Digital Drilling,” International Journal of Rock Mechanics and Mining Sciences, V. 138, 2021, p. 104575. doi: 10.1016/j.ijrmms.2020.10457510.1016/j.ijrmms.2020.104575 ↗
14. Gao, M. Z.; Hao, H. C.; Xue, S. N.; Lu, T.; Cui, P. F.; Gao, Y. N.; Xie, J.; Yang, B. G.; and Xie, H. P., “Discing Behavior and Mechanism of Cores Extracted From Songke-2 Well at Depths Below 4500 m,” International Journal of Rock Mechanics and Mining Sciences, V. 149, 2022, p. 104976. doi: 10.1016/j.ijrmms.2021.10497610.1016/j.ijrmms.2021.104976 ↗
15. Beghini, M., and Bertini, L., “Analytical Expressions of the Influence Functions for Accuracy and Versatility Improvement in the Hole-Drilling Method,” Journal of Strain Analysis for Engineering Design, V. 35, No. 2, 2000, pp. 125-135. doi: 10.1243/030932400151407110.1243/0309324001514071 ↗
16. McGinnis, M. J., and Pessiki, S., “Experimental Study of the Core-Drilling Method for Evaluating In Situ Stresses in Concrete Structures,” Journal of Materials in Civil Engineering, ASCE, V. 28, No. 2, 2016, p. 04015099. doi: 10.1061/(ASCE)MT.1943-5533.000129410.1061/(ASCE)MT.1943-5533.0001294 ↗
17. Rickert, T., “Residual Stress Measurement by ESPI Hole-Drilling,” Procedia CIRP, V. 45, 2016, pp. 203-206. doi: 10.1016/j.procir.2016.02.25610.1016/j.procir.2016.02.256 ↗
18. Deng, N. C., and Tang, P. F., “Research on In Situ Stress Measurements in Reinforced Concrete Beams Based on the Core-Drilling Method,” Advances in Civil Engineering, V. 2020, 2020, p. 8832614. doi: 10.1155/2020/883261410.1155/2020/8832614 ↗
19. Dabli, A. G.; Bambole, A. N.; and Bajoria, K. M., “Evaluation of In-Place Stress in Concrete by Incremental Hole Drilling,” ACI Materials Journal, V. 117, No. 4, July 2020, pp. 27-35. doi: 10.14359/5172461210.14359/51724612 ↗
20. McGinnis, M. J., and Pessiki, S., “Water-Induced Swelling Displacements in Core Drilling Method,” ACI Materials Journal, V. 104, No. 1, Jan.-Feb. 2007, pp. 13-22.10.14359/18490 ↗
21. Campione, G., and Minafo, G., “Applicability of Over-Coring Technique to Loaded RC Columns,” Structural Engineering and Mechanics, V. 51, No. 1, 2014, pp. 181-197. doi: 10.12989/sem.2014.51.1.18110.12989/sem.2014.51.1.181 ↗
22. Beghini, M.; Bertini, L.; and Mori, L. F., “Evaluating Non-Uniform Residual Stress by the Hole-Drilling Method With Concentric and Eccentric Holes. Part II: Application of the Influence Functions to the Inverse Problem,” Strain, V. 46, No. 4, 2010, pp. 337-346. doi: 10.1111/j.1475-1305.2009.00684.x10.1111/j.1475-1305.2009.00684.x ↗
23. Beghini, M.; Bertini, L.; and Mori, L. F., “Evaluating Non-Uniform Residual Stress by the Hole-Drilling Method with Concentric and Eccentric Holes. Part I. Definition and Validation of the Influence Functions,” Strain, V. 46, No. 4, 2010, pp. 324-336. doi: 10.1111/j.1475-1305.2009.00683.x10.1111/j.1475-1305.2009.00683.x ↗
24. McGinnis, M. J.; Pessiki, S.; and Turker, H., “Application of Three-Dimensional Digital Image Correlation to the Core-Drilling Method,” Experimental Mechanics, V. 45, No. 4, 2005, pp. 359-367. doi: 10.1007/BF0242816610.1007/BF02428166 ↗
25. McGinnis, M. J., and Pessiki, S., “Differential Shrinkage Effects in the Core-Drilling Method,” Magazine of Concrete Research, V. 59, No. 3, 2007, pp. 155-164. doi: 10.1680/macr.2007.59.3.15510.1680/macr.2007.59.3.155 ↗
26. Schajer, G. S., “Hole-Drilling Residual Stress Profiling with Automated Smoothing,” Journal of Engineering Materials and Technology-Transactions of the ASME, V. 129, No. 3, 2007, pp. 440-445. doi: 10.1115/1.274441610.1115/1.2744416 ↗
27. Beghini, M.; Bertini, L.; Mori, L. F.; and Rosellini, W., “Genetic Algorithm Optimization of the Hole-Drilling Method for Non-Uniform Residual Stress Fields,” Journal of Strain Analysis for Engineering Design, V. 44, No. 1, 2009, pp. 105-115. doi: 10.1243/03093247JSA45710.1243/03093247JSA457 ↗
28. Castaneda, D. I., “New Field Testing Procedure For Measuring Residual Stress in Plain Concrete Pavements and Structures,” PhD dissertation, University of Illinois Urbana-Champaign, Urbana, IL, 2010, pp. 52-80.
29. Trautner, C.; McGinnis, M.; and Pessiki, S., “Analytical and Numerical Development of the Incremental Core-Drilling Method of Non-Destructive Determination of In-Situ Stresses in Concrete Structures,” Journal of Strain Analysis for Engineering Design, V. 45, No. 8, 2010, pp. 647-658. doi: 10.1177/03093247100450080110.1243/03093247JSA600 ↗
30. Trautner, C.; McGinnis, M.; and Pessiki, S., “Application of the Incremental Core-Drilling Method to Determine In-Situ Stresses in Concrete,” ACI Materials Journal, V. 108, No. 3, May-June 2011, pp. 290-299.10.14359/51682494 ↗
31. Ruan, X., and Zhang, Y., “In-Situ Stress Identification of Bridge Concrete Components Using Core-Drilling Method,” Structure and Infrastructure Engineering, V. 11, No. 2, 2015, pp. 210-222. doi: 10.1080/15732479.2013.86272910.1080/15732479.2013.862729 ↗
32. Parivallal, S.; Ravisankar, K.; Nagamani, K.; and Kesavan, K., “In Situ Stress Assessment in Concrete Structures Under Bi-Axial Condition by Trepanning Technique,” Experimental Techniques, V. 39, No. 4, 2015, pp. 57-63. doi: 10.1111/j.1747-1567.2012.00860.x10.1111/j.1747-1567.2012.00860.x ↗
33. Zhang, F., and Qiu, Z., “Analysis of Measuring Existing Stresses in Concrete Structure by Hole Drilling Core Surface Strain Gauge Method,” Materials Research Innovations, V. 15, 2011, pp. S601-S604. doi: 10.1179/143307511X1285895767711810.1179/143307511X12858957677118 ↗
34. Xu, Z. D.; Liu, M.; Wu, Z. S.; and Zeng, X., “Energy Damage Detection Strategy Based on Strain Responses for Long-Span Bridge Structures,” Journal of Bridge Engineering, ASCE, V. 16, No. 5, 2011, pp. 644-652. doi: 10.1061/(ASCE)BE.1943-5592.000019510.1061/(ASCE)BE.1943-5592.0000195 ↗