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By John Jordan

An Illustrated consultant to Battleships and Battlecruisers

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Extra info for An Illustrated Guide to Battleships and Battlecruisers

Sample text

Steric hardening of asphalts. Proceedings, Association of Asphalt Paving Technologists 26: 486–494. B. W. 1958. Viscoelastic properties of a penetration grade paving asphalt at winter temperatures. Proceedings, Association of Asphalt Paving Technologists 27: 35–51. F. G. 1994. Determination of the fracture toughness of polymeric films by the essential work method. Polymer 35(8): 1666–1672. Choi, Y. & Urquhart, R. 2014. Post-ageing characterization of sprayed sealing binders. A laboratory study.

2004, 2006, 2009), Gibson et al. (2014), Hesp et al. (2009a, b, 2014). 0 Note: Polymer contents ranged from 3–5% by weight of the asphalt cements. HTPG is the high temperature Superpave grade for the unaged asphalt cement. ITPG is the intermediate temperature Superpave grade for the 72 hour PAVaged asphalt cement. Grades were determined according to AASHTO R29 (2010) protocols. SBS = styrene-butadienestyrene copolymer. PBD = polybutadiene. *Sample A6 was a hybrid with both SBS and an unknown co-additive.

Comparison between unaged and PAV-aged properties. • T(CTOD = 10), 50 mm/min T(G’= G”), 10 rad/s Sample Unaged PAV Unaged PAV A1 A2 A3 A4 A5 A6 A7 A8 6 3 5 3 5 5 9 5 25 16 16 19 25 19 18 16 9 7 3 6 4 6 9 2 33 26 30 26 37 35 31 27 The Glover-Rowe parameter G*(cos δ)2 /sin δ)) correlates well with ductility for unmodified asphalt cements of various oxidation levels. However, there appears to be no universal correlation when modified binders are included. The essential work of failure analysis provides an accurate way to measure ductile strain tolerance in the presence of severe constraint as in between two coarse aggregate particles.

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