The connections between steel offshore platforms and their piles are generally made oy filling the annulus between each pile and its sleeve with cement grout. Existing design rules for these grouted connections were. derived from tests on relatively small diameter radially stiff piles. Recent _trends in offshore construction have led to the use of much larger diameter piles and the extrapolation of existing rules to this situation is questionable. This paper summarises the results of some 400 tests' on both full scale and accurate scale model sleeve to pile specimens carried out in connection with the design of seven major North Sea platforms. The validity of reduced scale modelling techniques is established.Ultimate strength is shown to. depend on the geometry of the connection, imperfections of the steel, and grout properties. Tests on plain pipes indicate that the reduction in radial stiffness which accompanies increases in pile diameter can lead to unacceptable reductions in ultimate strength. The addition of mechanical shear keys markedly improves bond strength by an amount which is independent of the type of grout, but a function of grout crushing strength and geome try.A conservative design approach is described and tentative recommendations are given for a more comprehensive design procedure which describes the effect of each important parameter on the connection strength.

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Fatigue test data for K3, K4 and K5 anchor chain (54-100mm) generated in the BOMEL JIP are presented.The fatigue design curve derived for a mooring line is given and compared with the provisions of API RP 2FP1. The influence of combined tension/bending at the fabiead is quantified and comparison is made between Kenter and common link fatigue lives.

The Frames Project was established to provide large scaie test data on the collapse performance of frames representative of offshore jacket structures. Four two-bay X-braced frames were tested in Phase / and the results were re/eased from confidentiality in late 1993. With a variety of configurations, the frames exhibited different sequences of member and joint failure providing important insight into potential jacket responses. A relatively weak X joint typical of an older structure, was shown to impart significant ductility, mobilizing alternative Ioadpaths and giving a high frame capacity albeit at large global deformation. Members with low utilisation under moderate frame loads, were shown to play an essential role in redistributing internal forces once other components failed, offering lessons for modem jacket weight reduction strategies. Material tests indicated an appropriate correlation between the minimum specified and actual yield properties and the rate of tensile coupon tests and stub column performance. In addition to the testing, a comprehensive and efficient program for nonlinear structural collapse analysis was developed and validated and now provides a powerful tool for jacket assessment. As the work continues with K-braced frame tests and a new 3D test programme, the additional benefit of the results from benchmarking other pushover analysis software packages, on which the industry is becoming increasingly reliant is demonstrated. INTRODUCTION Design of a steel offshore jacket has traditionally been based on an elastic skeletal frame analysis to determine the distribution of forces through the structure when subject to specified design environmental loads. Checks are then performed on a component basis to ensure that no element of the jacket fails to meet the governing criteria, Advancement of knowledge leading to revisions of these codified loading and resistance criteria, changes to topsides loading or structural deterioration, may mean that older installations fail to satisfy current design requirements. However the potential for nonlinear structural interaction between components through plastic deformation and load redistribution, means that jackets may in fact exhibit reserve strengths beyond the required design resistance. In addition, altering the bracing configuration and disposition of steel within a frame can significantly influence the ultimate resistance and failure mode. Indeed, it has been shown (1) that, without incurring a weight penalty, a structure can be designed not only to meet the governing elastic design criteria but also to provide a reserve strength beyond the design requirement as insurance should extreme events or unforeseen operational changes arise in the course of the platform life, The need to understand and predict the ultimate response of jacket structures is therefore of considerable importance for the economic exploitation of hydrocarbon reserves from both new and existing installations. The Frames Project was initiated in 1987 specifically to address this need by generating data representative of offshore jacket structures from collapse tests on large scale tubular frames.