journal article·2024-03-01Open access

Behavior of Shear-Critical Concrete Deep Beams Monitored with Digital Image Correlation Equipment

Authors not provided

ACI Structural Journal· Volume 121· Issue 2

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: Optical measurement and interference techniques · Structural Health Monitoring Techniques · Optical Systems and Laser Technology

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

References (35)

Show source-provided references
1. Mihaylov, B. I.; Bentz, E. C.; and Collins, M. P., “Behavior of Large Deep Beams Subjected to Monotonic and Reversed Cyclic Shear,” ACI Structural Journal, V. 107, No. 6, Nov.-Dec. 2010, pp. 726-734.10.14359/51664021 ↗
2. Palipana, D. K., and Proestos, G. T., “Large-Scale Shear Critical Reinforced Concrete Deep Beam Experiments Monitored with Full Field of View Digital Image Correlation Equipment,” 26th International Conference on Structural Mechanics in Reactor Technology (SMiRT-26), Division V, Berlin/Potsdam, Germany, July 2022, 10 pp..
3. Palipana, D. K., and Proestos, G. T., “Asymmetrical Loading of Reinforced Concrete Deep Beams Monitored with Full Field-of-View Digital Image Correlation,” Proceedings of the 14th fib PhD Symposium in Civil Engineering, M. di Prisco, A. Meda, and G. L. Balázs, eds., Rome, Italy, Sept. 2022, pp. 105-112.
4. ACI Committee 224, “Control of Cracking in Concrete Structures (ACI 224R-01) (Reapproved 2008),” American Concrete Institute, Farmington Hills, MI, 2001, 46 pp.
5. AASHTO, “Manual for Bridge Element Inspection,” second edition, American Association of State Highway and Transportation Officials, Washington, DC, 2019, 126 pp.
6. Woods, J. E.; Yang, Y.-S.; Chen, P.-C.; Lau, D. T.; and Erochko, J., “Automated Crack Detection and Damage Index Calculation for RC Structures Using Image Analysis and Fractal Dimension,” Journal of Structural Engineering, ASCE, V. 147, No. 4, Apr. 2021, p. 04021019. doi: 10.1061/(ASCE)ST.1943-541X.000297010.1061/(ASCE)ST.1943-541X.0002970 ↗
7. Zaborac, J.; Athanasiou, A.; Salamone, S.; Bayrak, O.; and Hrynyk, T. D., “Crack-Based Shear Strength Assessment of Reinforced Concrete Members Using a Fixed-Crack Continuum Modeling Approach,” Journal of Structural Engineering, ASCE, V. 146, No. 4, Apr. 2020, p. 04020024. doi: 10.1061/(ASCE)ST.1943-541X.000256410.1061/(ASCE)ST.1943-541X.0002564 ↗
8. Spencer, B. F. Jr.; Hoskere, V.; and Narazaki, Y., “Advances in Computer Vision-Based Civil Infrastructure Inspection and Monitoring,” Engineering, V. 5, No. 2, Apr. 2019, pp. 199-222. doi: 10.1016/j.eng.2018.11.03010.1016/j.eng.2018.11.030 ↗
9. Palipana, D. K.; Trandafir, A. N.; Mihaylov, B. I.; and Proestos, G. T., “Framework for Quantification of Shear-Transfer Mechanisms from Deep Beam Experiments,” ACI Structural Journal, V. 119, No. 3, May 2022, pp. 53-65. doi: 10.14359/5173448510.14359/51734485 ↗
10. Peng, F.; Cai, Y.; Yi, W.; and Xue, W., “Shear Behavior of Two-Span Continuous Concrete Deep Beams Reinforced with GFRP Bars,” Engineering Structures, V. 290, Sept. 2023, Article No. 116367. doi: 10.1016/j.engstruct.2023.11636710.1016/j.engstruct.2023.116367 ↗
11. Silveira, M. V. G.; Paini, B.; Bitencourt, L. A. G. Jr.; and Das, S., “Design and Experimental Investigation of Deep Beams Based on the Generative Tie Method,” Engineering Structures, V. 255, Mar. 2022, Article No. 113913. doi: 10.1016/j.engstruct.2022.11391310.1016/j.engstruct.2022.113913 ↗
12. Bažant, Z. P., “Size Effect on Structural Strength: A Review,” Archive of Applied Mechanics, V. 69, No. 9-10, Nov. 1999, pp. 703-725. doi: 10.1007/s00419005025210.1007/s004190050252 ↗
13. Collins, M. P.; Quach, P. T.; and Bentz, E. C., “Shear Behavior of Thick Slabs,” ACI Structural Journal, V. 117, No. 4, July 2020, pp. 115-126. doi: 10.14359/5172466610.14359/51724666 ↗
14. Trandafir, A. N.; Proestos, G. T.; and Mihaylov, B. I., “Detailed Crack-Based Assessment of a 4-m Deep Beam Test Specimen,” Structural Concrete, V. 24, No. 1, Feb. 2023, pp. 756-770. doi: 10.1002/suco.20220014910.1002/suco.202200149 ↗
15. Ulzurrun, G. S. D., and Zanuy, C., “Time-Variation of Shear Forces Affecting the Impact Resistance of Reinforced Concrete Beams,” Hormigón y Acero, 2022, prepublished. doi: 10.33586/hya.2022.308810.33586/hya.2022.3088 ↗
16. Siebert, T.; Becker, T.; Spiltthof, K.; Neumann, I.; and Krupka, R., “High-Speed Digital Image Correlation: Error Estimations and Applications,” Optical Engineering, V. 46, No. 5, May 2007, Article No. 051004. doi: 10.1117/1.274121710.1117/1.2741217 ↗
17. ACI Committee 318, “Building Code Requirements for Structural Concrete (ACI 318-19) and Commentary (ACI 318R-19) (Reapproved 2022),” American Concrete Institute, Farmington Hills, MI, 2019, 624 pp.
18. AASHTO, “AASHTO LRFD Bridge Design Specifications and Commentary,” ninth edition, American Association of State Highway and Transportation Officials, Washington, DC, 2020, 1912 pp.
19. CSA A23.3:19, “Design of Concrete Structures,” CSA Group, Toronto, ON, Canada, 2019, 301 pp.
20. Palipana, D. K., “Assessment of Shear Transfer Mechanisms in Reinforced Concrete Deep Beams from Experiments with Full Field-of-View Displacement Field Data,” PhD thesis, North Carolina State University, Raleigh, NC, 2023, 440 pp.
21. Mihaylov, B. I.; Bentz, E. C.; and Collins, M. P., “Two-Parameter Kinematic Theory for Shear Behavior of Deep Beams,” ACI Structural Journal, V. 110, No. 3, May-June 2013, pp. 447-456.10.14359/51685602 ↗
22. Trandafir, A. N.; Palipana, D. K.; Proestos, G. T.; and Mihaylov, B. I., “Framework for Crack-Based Assessment of Existing Lightly Reinforced Concrete Deep Members,” ACI Structural Journal, V. 119, No. 1, Jan. 2022, pp. 255-266. doi: 10.14359/5173314310.14359/51733143 ↗
23. Ma, C.; Xie, C.; Tuohuti, A.; and Duan, Y., “Analysis of Influencing Factors on Shear Behavior of the Reinforced Concrete Deep Beams,” Journal of Building Engineering, V. 45, Jan. 2022, Article No. 103383. doi: 10.1016/j.jobe.2021.10338310.1016/j.jobe.2021.103383 ↗
24. Smith, K. N., and Vantsiotis, A. S., “Shear Strength of Deep Beams,” ACI Journal Proceedings, V. 79, No. 3, May-June 1982, pp. 201-213. doi: 10.14359/1089910.14359/10899 ↗
25. Proestos, G. T.; Palipana, D. K.; and Mihaylov, B. I., “Evaluating the Shear Resistance of Deep Beams Loaded or Supported by Wide Elements,” Engineering Structures, V. 226, Jan. 2021, Article No. 111368. doi: 10.1016/j.engstruct.2020.11136810.1016/j.engstruct.2020.111368 ↗
26. Qambar, M., and Proestos, G. T., “Experimental Investigation of Reinforced Concrete Deep Beams with Wide Loading Elements,” ACI Structural Journal, V. 119, No. 4, July 2022, pp. 239-250. doi: 10.14359/5173449710.14359/51734497 ↗
27. Gehri, N.; Mata-Falcón, J.; and Kaufmann, W., “Automated Crack Detection and Measurement Based on Digital Image Correlation,” Construction and Building Materials, V. 256, Sept. 2020, Article No. 119383. doi: 10.1016/j.conbuildmat.2020.11938310.1016/j.conbuildmat.2020.119383 ↗
28. Langer, M., “Evaluation of the Load-Bearing Mechanisms in Coupling Beams and Shear Walls based on DIC Measurements,” MSc thesis, University of Liège, Liège, Belgium, 2019, 136 pp.
29. Calvi, P. M.; Bentz, E. C.; and Collins, M. P., “Model for Assessment of Cracked Reinforced Concrete Membrane Elements Subjected to Shear and Axial Loads,” ACI Structural Journal, V. 115, No. 2, Mar. 2018, pp. 501-509. doi: 10.14359/5170109310.14359/51701093 ↗
30. Cavagnis, F.; Fernández Ruiz, M.; and Muttoni, A., “An Analysis of the Shear-Transfer Actions in Reinforced Concrete Members without Transverse Reinforcement Based on Refined Experimental Measurements,” Structural Concrete, V. 19, No. 1, Feb. 2018, pp. 49-64. doi: 10.1002/suco.20170014510.1002/suco.201700145 ↗
31. Guidotti, R., “Poinçonnement des Planchers-Dalles avec Colonnes Superposées Fortement Sollicitées,” PhD thesis, Thesis No. 4812, École Polytechnique Fédérale de Lausanne, Lausanne, Switzerland, 2010, 446 pp. (in French)
32. Campana, S.; Fernández Ruiz, M.; Anastasi, A.; and Muttoni, A., “Analysis of Shear-Transfer Actions on One-Way RC Members Based on Measured Cracking Pattern and Failure Kinematics,” Magazine of Concrete Research, V. 65, No. 6, Mar. 2013, pp. 386-404. doi: 10.1680/macr.12.0014210.1680/macr.12.00142 ↗
33. Ulaga, T., “Betonbauteile mit Stab- und Lamellenbewehrung: Verbund- und Zuggliedmodellierung,” PhD thesis, Thesis No. 15062, Zurich, Switzerland, ETH Zürich, Zürich, Switzerland, 2003, 167 pp. (in German)
34. Calvi, P. M.; Bentz, E. C.; and Collins, M. P., “Pure Mechanics Crack Model for Shear Stress Transfer in Cracked Reinforced Concrete,” ACI Structural Journal, V. 114, No. 2, Mar.-Apr. 2017, pp. 545-554. doi: 10.14359/5168946010.14359/51689460 ↗
35. Ruggiero, D. M. V., “The Behaviour of Reinforced Concrete Subjected to Reversed Cyclic Shear,” PhD thesis, University of Toronto, Toronto, ON, Canada, 2015, 455 pp.