Emmett A. Sumner

Lim, C. M., Choi, W. C., & Sumner, E. A. (2013). Parametric study using finite element simulation for low cycle fatigue behavior of end plate moment connection. Steel and Composite Structures, 14(1), 57–71.

Lim, C., Choi, W., & Sumner, E. A. (2012). Low cycle fatigue life prediction using a four-bolt extended unstiffened end plate moment connection. Engineering Structures, 41, 373–384.

Seliem, H. M., Seracino, R., Sumner, E. A., & Smith, S. T. (2011). Case Study on the Restoration of Flexural Capacity of Continuous One-Way RC Slabs with Cutouts. JOURNAL OF COMPOSITES FOR CONSTRUCTION, 15(6), 992–998. https://doi.org/10.1061/(asce)cc.1943-5614.0000232

Dawood, M., Rizkalla, S., & Sumner, E. (2007). Fatigue and overloading Behavior of steel-concrete composite flexural members strengthened with high modulus CFRP materials. Journal of Composites for Construction, 11(6), 659–669. https://doi.org/10.1061/(ASCE)1090-0268(2007)11:6(659)

Schnerch, D., Dawood, M., Rizkalla, S., & Sumner, E. (2007). Proposed design guidelines for strengthening of steel bridges with FRP materials. CONSTRUCTION AND BUILDING MATERIALS, 21(5), 1001–1010. https://doi.org/10.1016/j.conbuildmat.2006.03.003

Schnerch, D., Dawood, M., Rizkalla, S., Sumner, E., & Stanford, K. (2006, December). Bond behavior of CFRP strengthened steel structures. ADVANCES IN STRUCTURAL ENGINEERING, Vol. 9, pp. 805–817. https://doi.org/10.1260/136943306779369464

Schnerch, D., Stanford, K., Sumner, E. A., & Rizkalla, S. (2004). Strengthening steel structures and bridges with high-modulus carbon fiber-reinforced polymers - Resin selection and scaled monopole behavior. DESIGN OF STRUCTURES 2004, pp. 237–245. https://doi.org/10.3141/1892-25