‘Is there a right time for gender just peace? Feminist anti-war organising revisited’

This paper addresses the question of totalising gender power relations that have led to and shaped the wars of the 1990s in Yugoslavia and the emerging ethno-national states on the ‘periphery’ of Europe. I argue that the same type of gender power relations continue to dominate the region, notably Serbia, and to perpetuate gender inequalities and gender based violence in its many everyday and structural forms, causing profound levels of human insecurity. My analysis aims to set in motion a debate on how to tackle these continuing gender inequalities and GBV in post-war societies. In so doing, I propose a shift from focusing on the hierarchy of victimisation that has characterised much of the feminist analyses, activism and scholarly work in relation to these (and other) conflicts, to a relational understanding of the gendered processes of victimisation in war and peace, that is - of both women and men. Such an approach holds a potential to undermine the power systems that engender these varied types of victimisation by ultimately reshaping the notions of masculinity and femininity, which are central to the gender power systems that generate gender unjust peace.

A simplified finite element model for assessing steel fibre reinforced concrete structural performance

The present numerical investigation offers evidence concerning the validity and objectivity of the predictions of a simple, yet practical, finite element model concerning the responses of steel fibre reinforced concrete structural elements under static monotonic and cyclic loading. Emphasis is focused on realistically describing the fully brittle tensile behaviour of plain concrete and the contribution of steel fibres on the post-cracking behaviour it exhibits. The good correlation exhibited between the numerical predictions and their experimental counterparts reveals that, despite its simplicity, the subject model is capable of providing realistic predictions concerning the response of steel fibre reinforced concrete structural configurations exhibiting both ductile and brittle modes of failure without requiring recalibration.