Zhi-Min Wu
- (2024): Experimental and analytical investigations on debonding response of embedded through-section ribbed GFRP bar-to-concrete joints at elevated temperatures. In: Construction and Building Materials, v. 447 (October 2024).
- (2023): Bond of Plain Bars in Early-Age Concrete under Bilateral Pressures. In: ACI Structural Journal, v. 120, n. 3 ( 2023).
- (2023): Influence of thermal effects on debonding response of CFRP-to-concrete/steel interfaces under thermal and mechanical loads: An analytical solution. In: Composite Structures, v. 303 (January 2023).
- (2023): Bond performance of ribbed bars in concrete: Effects of loading rate and lateral tension. In: Magazine of Concrete Research, v. 75, n. 8 (April 2023).
- (2010): Concrete Slab Installed with Carbon Fiber Heating Wire for Bridge Deck Deicing. In: Journal of Transportation Engineering, v. 136, n. 6 (June 2010).
- (2020): A stochastic model considering heterogeneity and crack propagation in concrete. In: Construction and Building Materials, v. 254 (September 2020).
- (2011): Application of improved hybrid bonded FRP technique to FRP debonding prevention. In: Construction and Building Materials, v. 25, n. 6 (June 2011).
- (2014): Bond behavior of plain round bars embedded in concrete subjected to lateral tension. In: Construction and Building Materials, v. 54 (March 2014).
- (2011): Size Effect of Axial Compressive Strength of CFRP Confined Concrete Cylinders. In: International Journal of Concrete Structures and Materials, v. 5, n. 1 (June 2011).
- (2014): An analytical method for determining the crack extension resistance curve of concrete. In: Magazine of Concrete Research, v. 66, n. 14 (July 2014).
- (2013): An experimental study on the performance of self-compacting lightweight concrete exposed to elevated temperature. In: Magazine of Concrete Research, v. 65, n. 13 (July 2013).
- (2011): Improved hybrid bonding technique for attaching FRP to reinforced concrete beams. In: Magazine of Concrete Research, v. 63, n. 11 (November 2011).
- (2019): Three-dimensional analytical model for the pull-out response of anchor-mortar-concrete anchorage system based on interfacial bond failure. In: Engineering Structures, v. 180 (February 2019).
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