Publications
End-Region Behavior and Shear Strength of Pretensioned Concrete Girders Employing 0.7-in. Diameter Strands. University of Texas at Austin, 2018. https://rosap.ntl.bts.gov/view/dot/36671.
. “End-region behavior of pretensioned I-girders employing 0.7 in.(17.8 mm) strands”. ACI Structural Journal 15, no. 1 (2018): 91-102. https://www.researchgate.net/profile/Trevor-Hrynyk-2/publication/318538367_End-Region_Behavior_of_Pretensioned_I-Girders_Employing_07_in_178_mm_Strands/links/5a4e80670f7e9bbfacfc304e/End-Region-Behavior-of-Pretensioned-I-Girders-Employing-07-in-178-mm-Str.
. “End-region cracking in pretensioned concrete girders employing 0.7-in. strands: Time-dependent and service-load effects”. Proc., PCI 2018 Convention and National Bridge Conf. Chicago: PCI, 2018. https://www.pci.org/PCI_Docs/Papers/2018/37_Final_Paper.pdf.
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“Evaluation of structural cracking in concrete”, no. FHWA/TX-19/0-6919-1 (2019). https://rosap.ntl.bts.gov/view/dot/55742.
. “Experimental and Numerical Assessment of Corbels Designed Based on Strut-and-Tie Provisions”. Journal of Structural Engineering 144, no. 9 (2018): 04018138. https://ascelibrary.org/doi/abs/10.1061/(ASCE)ST.1943-541X.0002137.
. “Fractal and multifractal analysis of crack patterns in prestressed concrete girders”. Journal of Bridge Engineering 24, no. 7 (2019): 04019059. https://ascelibrary.org/doi/abs/10.1061/(ASCE)BE.1943-5592.0001427.
. “High Tech Concrete: Where Technology and Engineering Meet”. Modelling the Multi-directional Distribution of ASR-Induced RC Expansions (2017).
. “High Tech Concrete: Where Technology and Engineering Meet - Proceedings of the 2017 fib Symposium”. Modelling the multi-directional distribution of ASR-induced RC expansions (2017). http://www.scopus.com/inward/record.url?eid=2-s2.0-85025685865&partnerID=MN8TOARS.
. “IABSE Conference, Vancouver 2017: Engineering the Future - Report”. Toward practical modelling of reinforced concrete flat slab systems (2017). http://www.scopus.com/inward/record.url?eid=2-s2.0-85049621486&partnerID=MN8TOARS.
. “Image Scale Estimation Using Surface Textures for Quantitative Visual Inspection”. Journal of Computational Vision and Imaging Systems 6, no. 1 (2020): 1-3. https://whr.uwaterloo.ca/index.php/vsl/article/view/3541.
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Incorporation of Hands-on Experiments in an Introductory Structural Analysis Course. University of Missouri-Rolla, Department of Civil, Architectural, and Environmental Engineering, 2006. https://d1wqtxts1xzle7.cloudfront.net/44079357/Incorporation_of_Hands-on_Experiments_in20160324-6045-wgv44.pdf?1458852522=&response-content-disposition=inline%3B+filename%3DIncorporation_of_Hands_on_Experiments_in.pdf&Expires=1625089860&Signature=BUIBImX3.
. Incorporation of Hands-on Experiments in an Introductory Structural Analysis Course. University of Missouri-Rolla, Department of Civil, Architectural, and Environmental Engineering, 2006. https://d1wqtxts1xzle7.cloudfront.net/44079357/Incorporation_of_Hands-on_Experiments_in20160324-6045-wgv44.pdf?1458852522=&response-content-disposition=inline%3B+filename%3DIncorporation_of_Hands_on_Experiments_in.pdf&Expires=1625089583&Signature=NYmTVYxQ.
. “THE INFLUENCE OF LATERAL EXPANSIONS ON THE RESPONSE OF STEEL-CONCRETE COMPOSITE STRUCTURES”. 23rd Conference on Structural Mechanics in Reactor Technology (SMiRT 23) (2015). https://scholar.google.com/scholar?cluster=5352135857163409464&hl=en&oi=scholarr.
. “A machine learning approach based on multifractal features for crack assessment of reinforced concrete shells”. Computer‐Aided Civil and Infrastructure Engineering 35, no. 6 (2020): 565-578. https://onlinelibrary.wiley.com/doi/abs/10.1111/mice.12509.
. “MEASURING FRICTION LOSSES OF LARGE-ANGLE POST-TENSIONED CONCRETE WALLS”. In PCI Convention and National Bridge Conference, 2018. https://d1wqtxts1xzle7.cloudfront.net/64092833/FRICTION%20TEST.pdf?1596533135=&response-content-disposition=inline%3B+filename%3DMEASURING_FRICTION_LOSSES_OF_LARGE_ANGLE.pdf&Expires=1625078033&Signature=Cu5fyoSCfRvQb4aX6uwcHfpw8EKSN-FRK33TQUhIjPbnqXIWOwek.
. “Modeling Damage and Failure in Pretensioned Concrete Girders Fabricated with Large-Diameter Strands”. Journal of Bridge Engineering 24, no. 8 (2019): 04019073. https://ascelibrary.org/doi/abs/10.1061/(ASCE)BE.1943-5592.0001440.
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