A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Experimental Research on Bond Behaviors between Shale Ceramsite Lightweight Aggregate Concrete and Bars through Pullout Tests
The bonding behaviors of shale ceramsite lightweight aggregate concrete (SCLC) and normal weight concrete (NC) were experimentally investigated, with SCLC and NC manufactured by incorporating shale ceramsite aggregate and gravel aggregates, respectively. Pullout tests of six-group specimens were conducted (102 pullout specimens in total) to research the load-slip relationship, failure modes, and bond strength of SCLC. Test results indicated that the load-slip relationship and failure modes are dependent on the concrete strength, embedment length, and bar diameter for SCLC. No obvious difference of the peak load occurs for SCLC and NC under the condition of the equivalent strength, but the peak slip for SCLC increases 15–25% compared with NC. The bond strength of SCLC depends on many factors including concrete strength, concrete cover, bar diameter, embedment length, and stirrup ratio.
Experimental Research on Bond Behaviors between Shale Ceramsite Lightweight Aggregate Concrete and Bars through Pullout Tests
The bonding behaviors of shale ceramsite lightweight aggregate concrete (SCLC) and normal weight concrete (NC) were experimentally investigated, with SCLC and NC manufactured by incorporating shale ceramsite aggregate and gravel aggregates, respectively. Pullout tests of six-group specimens were conducted (102 pullout specimens in total) to research the load-slip relationship, failure modes, and bond strength of SCLC. Test results indicated that the load-slip relationship and failure modes are dependent on the concrete strength, embedment length, and bar diameter for SCLC. No obvious difference of the peak load occurs for SCLC and NC under the condition of the equivalent strength, but the peak slip for SCLC increases 15–25% compared with NC. The bond strength of SCLC depends on many factors including concrete strength, concrete cover, bar diameter, embedment length, and stirrup ratio.
Experimental Research on Bond Behaviors between Shale Ceramsite Lightweight Aggregate Concrete and Bars through Pullout Tests
Zhang, Dengxiang (author) / Yang, Weijun (author)
2014-10-15
Article (Journal)
Electronic Resource
Unknown
| British Library Online Contents | 2015
Bond strength tests tor ribbed bars in lightweight aggregate concrete.
| Online Contents | 1993
Effect of shale ceramsite type on the tensile creep of lightweight aggregate concrete
| British Library Online Contents | 2013