Publications

Journal Papers and Refereed Special Publications

  • Kuchma, D.A., Yindeesuk, S., Nagle, T., Hart, J., and Lee, H.H., “Experimental Validation of the Strut-and-Tie Method for Complex Regions”, ACI Structural Journal, V. 105, No.3, September-October 2008, pp. 578-589
  • Park, J.W., Yindeesuk, S., Tjhin, T.N., and Kuchma, D.A., “Automated Finite Element Validation of Complex Regions Designed by the Strut-and-Tie Method”, ASCE Journal of Structural Engineering, Vol. 136, No. 2, pp. 203-210, February 2010
  • Kuchma, D.A., Yindeesuk, S., and Tjhin, T., “Large Propped Cantilever Beam with Opening”, ACI Special Publication, No. 273, October 2010
  • Kuchma, D.A., Yindeesuk, S., and Tjhin, T., “Deep Beam with An Opening”, fib Bulletin #61, 2011, pp. 67 – 76
  • P.Chetchotisak, J.Teerawong, S. Yindeesuk, and J.Song, "New Strut-and-Tie-Models for Shear Strength Prediction and Design of RC Deep Beams", Computers and Concrete, Vol.13, No.4, 2014.
  • P.Chetchotisak, J.Teerawong, D. Chetchotisak, and S. Yindeesuk, "Efficiency Factors for Reinforced Concrete Deep Beams: Part 1-Improved Models", Advanced Materials Research, Volume: KKU International Engineering, 2014,pp.501.
  • P.Chetchotisak, J.Teerawong, D. Chetchotisak, and S. Yindeesuk, "Efficiency Factors for Reinforced Concrete Deep Beams: Part 2-Code Calibrations", Advanced Materials Research, Volume: KKU International Engineering, 2014,pp.506.

Conference Papers

  • Yindeesuk, S. and Kuchma, D.A., “Automated Design and Analysis Procedure for Effective Structural Performance of D-Regions in Reinforced Concrete Structures”, Proceedings of the Conference of the Computational Technologies, Jeju, Korea, May 24-27, 2009.
  • Yindeesuk, S. and Kuchma, D.A., “Application and Validation of Topology Optimization for Design of D-Regions in Reinforced Concrete Structures”, Proceedings of The Twelfth International Conference on Civil, Structural, and Environmental Engineering Computing, 2009, Madeira, Protugal.
  • Yindeesuk, S. and Kuchma, D.A., “Computational Techniques for Effective Structural Performance Design of D-Regions”, Proceedings of The Twelfth International Conference on Civil, Structural, and Environmental Engineering Computing, 2009, Madeira, Protugal.
  • Yindeesuk, S., Kuchma, D.A., Chupanich, P., "A New Behavior Model for FEA of Complex D-Regions Designed by Strut-and-Tie Models", The Tenth International Conference on Computational Structures Technology. Valencia, Spain 14-17 September 2010.
  • Yindeesuk, S., Song, J., Chupanich, P., "Probabilistic Strut-and-Tie Models for Predicting Shear Strength of Reinforced Concrete Deep Beams", The Tenth International Conference on Computational Structures Technology. Valencia, Spain 14-17 September 2010.
  • Yindeesuk, S. and Chupanich, P., "Finite Element Formulation for Modeling and Analyzing End Regions of Prestressed Concrete Bridge Girders Designed by Strut-and-Tie Models", The Fourth International Conference from Scientific Computing to Computational Engineering. Patras, Greece  2010.
  • Yindeesuk, S., Rirattanapong, T., and Chanintonleela, M., “Construction Stage Analysis and Construction of Overpass Bridge Crossing Intersection Between Highway No.345 and Highway No.3100 in THAILAND”, Proceedings of The International Conference on Highway Engineering, 2012, Bangkok, Thailand.
  • Kumpoopong, R., Yindeesuk, S., Lawanwisut, W., Mahathamrongchai, V., Auvechsirikiat, S., and Chupanit, P. “Predicting truck-induced deterioration of precast concrete box beam bridge using field-measured strains” (expected to be presented at IABSE Spring Conference, Rotterdam, May 6-8, 2013).
  • R.Kumpoopong, S. Yindeesuk, D. A. Kuchma, P. Silarom, B. Ongsuksun, A. Issariyanukula, and P. Chupanit, "Crack characteristics in complex D-regions designed using strut-and-tie models in reinforced concrete structures", Third International Conference on Computational Modeling of Fracture and Failure of Materials and Structures (CFRAC), 2013, Prague, Czech Republic.
  • S. Imsom-somboon, M. Chanintonleela, S. Yindeesuk, and P. Vanachayankul, " Distress Prevention during Construction Stages of a Very Sharp Horizontally Curved Bridge", Proceedings of the IABSE Conference, Kolkata, India, 2013.
  • S. Imsom-somboon, M. Chanintonleela, P. Vanachayankul and S. Yindeesuk, "New Phra Nang Klao BridgeThe Longest Prestressed Concrete Box Girder Span Bridge in Thailand", Proceedings of the IABSE Conference, Kolkata, India, 2013.
  • R.Kumpoopong, S. Yindeesuk, P. Silarom, B. Ongsuksun, and A. Issariyanukula, "Seismic Hazard Assessment of Four-Column Bent Reinforced Concrete Bridge Pier in Thailand", International Conference on Civil, Structural, and Earthquake Engineering (ICCSEE), 2014, Paris, France.
  • P.Chetchotisak, J.Teerawong, P. Chupanit, and S. Yindeesuk, "Multiple Linear Regression Model for Shear Strength Prediction and Design of Reinforced Concrete Deep Beams", The 3rd All-Russia (International) Conference on Concrete and Reinforced Concrete, 2014,Moscow, Russia.
  • P.Chetchotisak, J.Teerawong, D. Chetchotisak, and S. Yindeesuk, "Efficiency Factors for Reinforced Concrete Deep Beams: Part 1-Improved Models", The 5th KKU International Engineering (KKU-IENC 2014) Conference,  2014, Kon-Kaen, Thailand.
  • P.Chetchotisak, J.Teerawong, D. Chetchotisak, and S. Yindeesuk, "Efficiency Factors for Reinforced Concrete Deep Beams: Part 2-Code Calibrations", The 5th KKU International Engineering (KKU-IENC 2014) Conference,  2014, Kon-Kaen, Thailand.

Books

  • Yindeesuk, S., “Design and Analysis of Complex D-Regions in Reinforced Concrete Structures”, ProQuest, UMI Dissertation Publishing (2009), Language: English, ISBN-10: 1243715944,ISBN-13: 978-1243715944

Abstract: STM design provisions, such as those in Appendix A of ACI318-08, consist of rules for evaluating the capacity of the load-resisting truss that is idealized to carry the forces through the D-Region. These code rules were primarily derived from test data on simple D-Regions such as deep beams and corbels. However, these STM provisions are taken as being sufficiently general and conservative that they can be used for the design of all possible D-Regions, including those regions in which a highly statically indeterminate and complex truss is selected and designed to carry the imposed loadings. Since STM design provisions are only for capacity assessment and given the wide range of applicability of the method, members designed using these STM provision may not necessarily exhibit satisfactory performance under service load levels or during overloads. More particularly, the limitation of current STM design provisions include: (1) no methodology for satisfactorily estimating the complete load-displacement response history, cracking loads, stress and strain states in reinforcement, and failure modes; (2) a lack of guidance for selecting the shape, dimensions, and stress limits of STM components; (3) a lack of guidance for proportioning of forces in statically indeterminate STM designs; and (4) an inability to employ performance-based design concepts. To overcome these limitations, an experimental and computational program was conducted. This research aimed to generate the data needed for evaluating and validating the STM approach, for advancing STM shape selection techniques, and also to develop more reliable computational models for predicting the response of cracked structural concrete. In addition, a design and analysis framework that enables for automated nonlinear FEA design validation is proposed that integrates the current STM design provisions with two additional components: (1) the shape selection technique of STM based on topology optimization and (2) the new automated nonlinear FEA tool that was specialized for modeling and analyzing complex D-Regions.

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Other Publications

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  • สุกิจ ยินดีสุข, วิศิษฐ์ศักดิ์ หนูสุวรรณ, วิโรจน์ คงแก้ว, ราชวัลลภ กัมพูพงศ์,"การประยุกต์ใช้การประเมินความสามารถในการต้านทานนำ้หนักบรรทุกจรของโครง สร้างสะพานโดยวิัธี Load and Resistance Factor Rating (LRFR) ในงานขออนุญาตยานพาหนะที่มีนำนำหนักลงเพลาและขนาดเกินกว่าที่ได้กําหนด", โยธาสาร (Civil Engineering Magazine), วิศวกรรมสถาน แห่งประเทศไทยในพระบรมราชูปถัมภ์, ปีที่ 24 ฉบับที่ 2 เมษายน-มิถุนายน 2555
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  • ทวีศักดิ์ ปิติคุณพงศ์สุข และ สุกิจ ยินดีสุข, "ความเสียหายของโครงสร้างเสาสายส่งไฟฟ้าแรงสูง เนื่องจากปรากฏการณ์ทรายไหลและการเกิดแผ่นดินแยก", โยธาสาร (Civil Engineering Magazine), วิศวกรรมสถาน แห่งประเทศไทยในพระบรมราชูปถัมภ์, ปีที่ 25 ฉบับที่ 1 มกราคม-มีนาคม 2556




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