Concrete Individuals and the Failure of the Trope Bundle Solution

نویسنده

  • Justin Fishman
چکیده

What account can we give of the nature of the individuality of concrete particulars that allows many properties to inhere in them? Campbell argues that concrete particulars are bundles of tropes, or of instances of qualities. It is argued that we should individuate tropes spatiotemporally, as Schaffer suggests we should, and that such a spatiotemporal individuation principle makes Campbell’s model require that the Identity of Indiscernibles be a necessary truth, which he rejects. The problem of concrete individuals is the problem of how many distinct properties inhere in one, single individual. What account can we give of the nature of the individuality of concrete particulars that allows many properties to inhere in them? Before putting forward his own solution to this problem, Campbell speaks of a proposed solution, the universal bundle theory. This solution states that for some concrete particular, a, if we list all the universals which a instantiates—say F, G, and H—then the bundle of F, G, and H will be a itself. However, says Campbell, there could be some concrete particular, b, which also instantiates all and only F, G, and H. Thus, on this view, b would be identical by definition with the very same bundle with which a is identical, merely on the basis that a and b instantiate the very same universals—in other words, on the basis of the indiscernibility of a and b. But, as Campbell points out, this solution makes the Identity of Indiscernibles a necessary truth, while in reality it is no such thing. Campbell’s own solution is that concrete individuals are bundles, not of universals, but of tropes—more specifically, bundles of all and only compresent tropes. While the Res Cogitans (2015) 6 Fishman | 8

برای دانلود متن کامل این مقاله و بیش از 32 میلیون مقاله دیگر ابتدا ثبت نام کنید

ثبت نام

اگر عضو سایت هستید لطفا وارد حساب کاربری خود شوید

منابع مشابه

INVESTIGATION ON THE MIXTURE OF CALCIUM AND AMMONIUM NITRATES AS STEEL CORROSION INHIBITOR IN SIMULATED CONCRETE PORE SOLUTION

Abstract: Despite having a number of advantages, reinforced concrete can suffer rebar corrosion in high–chloride media, resulting in failure of reinforced concrete structures. In this research the corrosion inhibition capability of the mixture of calcium and ammonium nitrate of steel rebar corrosion was investigated in the simulated concrete pore solution. Cyclic polarization and Electroche...

متن کامل

Trope Bundle Theory

The aim of this paper is that of analysing trope bundle theory, its promises and some of its problems. First of all, it will begin by showing what trope bundle theory is, its development and its undoubted appeal. Then, it will focus on two problems that affect this theory, both concerned with the relation of compresence invoked in order to explain what a material object is by the bundle theory....

متن کامل

Structural Behavior of Axially Loaded Composite Concrete-steel Plate Shear Walls

composite concrete-steel plate shear walls are the most critical resisting structural members that resist lateral and axial loads. This type of wall consisting of two steel faceplates presenting the outer skin, infill concrete and shear connectors which are used to provide the composite action of the steel faceplates with infill concrete in order to increase the strength and to reduce the local...

متن کامل

Flexural Behavior of Lightweight Concrete Beams Reinforced with GFRP Bars and Effects of the Added Micro and Macro Fiber

This study evaluated the effect of macro steel fiber (SF), micro glass fiber (GF) and micro polypropylene fiber (PF) in lightweight aggregate concrete, (LWAC) beams reinforced with glass fiber reinforced polymer (GFRP) bars. Firstly, concrete mixtures with different volume fractions of GF, PF and SF were tested up to compressive strength, then determine the optimum fiber content GF, PF and SF a...

متن کامل

Push-over analysis of concrete gravity dams due to flood inflow

This study numerically predicts the failure scenario of a cracked concrete gravity dam through a push-over nonlinear analysis. The mixed-mode Linear Elastic Fracture Mechanics (LEFM) was employed using the extended finite element method (XFEM). The dam base was considered to be fully fixed without any foundation effects. The hydrostatic pressure on the dam's upstream face was increased incremen...

متن کامل

ذخیره در منابع من


  با ذخیره ی این منبع در منابع من، دسترسی به آن را برای استفاده های بعدی آسان تر کنید

برای دانلود متن کامل این مقاله و بیش از 32 میلیون مقاله دیگر ابتدا ثبت نام کنید

ثبت نام

اگر عضو سایت هستید لطفا وارد حساب کاربری خود شوید

عنوان ژورنال:

دوره   شماره 

صفحات  -

تاریخ انتشار 2016