FraMCoS 6

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FraMCoS-6 Announcement

Call for participation for FraMCoS-6, Catania, Italy. 帥帥[刷 ψ制じ削凶則i仇 ~r 、ぜ 汽 City of Catania  Province of Catania  ~ CONFERENCE TOPICS  The conference topics are listed in the following:  A. Recen←advances in fracture mechanics of concrete  INTRODUCTION  B. R/C frac ←ure and s←ructural design codes  The FraMCoS‑6 Conference is co‑organized by Poli ←ecnico di  C. S ←ructurα1 moni←oring and assessment  T orino, Politecnico di Milano, Universitγof Bresciααnd the Italian  Group of Fracture (IGF), under the auspices of the International  ←rofitting  D. Repair and re Associa ←ion of Fracture Mechanics for Concrefe and Concrete  E. High‑performance materials and durability  Structures (IA‑FraMCoS). 1←isαIso scientifica1ly supported by the  National Research Council of Italγ, Rilem, FIB, ACI, JCI, ICF  F. Brick門iasonry (in ←erquadriennial ICF Conference), ESISαnd←he Engineering  G. Concrete‑ Iike and quasi‑bri什lematerials (rocks, soils,  Associafion of Cαtania. It will be held at the Conference Centre  of Catania Sheraton Hofel.  ceramics, refractorγmaterials, asphalt, bitumen, ice, snow,  Catania is anαncient bυt bustling ci←y on←he island of Sicilγ.  etc.)  1 t isαreally beau ←iful place, very well connec←ed with Rome,  Milan and other Eυropean hubs. From Cαfαniαit is easy to reαch  Besides the FraMCoS tradi←ional topics rela←ed←o concrete  a1l fhe very impor←anf historical and archaeological loca←ions of  and reinforced concrete. in the six←h conference concre←e司Iikeand  Wes ←ern Sicilγ(Syracuse, Taormina, Nofo, etc.).

FraMCoS-6 Conference Program

Scientific and social program for FraMCoS-6, Catania, Italy. Plenary Session: Chairman: A. Carpinteri J. M. J. D. A. Computational Fracture Mechanics of Concrete 9.00-9.45 405 Emery Hochhalt Ingraffea Structures: A Retrospective through Multiple her Lenses 9.45-10.30 284 Cedolin Cohesive Fracture and size effect in concrete Theoretical and Numerical Methods in Fracture Mechanics of Concrete-I Chairmen:

FraMCoS-6 Meeting Minutes

Board and General Assembly minutes from FraMCoS-6, Catania, Italy. Minutes for the IA-FraMCoS Board of Directors & Advisory Board Meeting at Catania, Italy During the conference at Catania, two separate board meetings were held. The minutes for the two meetings are given separately below. First Meeting Date: June 18, 2007 Attendees: Alberto Carpinteri (AC), President

Experimental study on the combined effect of temperature and mix parameters on the premature cracking of cement-based materials

Cracking can occur in early-age concrete when thermal, hydrous or physico-chemical deforma- tions are restrained. In addition to a deterioration of the aesthetic aspect, this premature cracking generates a loss of durability of the structure. In this article, the autogenous cracking of cement-based materials is studied using the ring test method. A specific experimental system

Cracking due to leaching in cementitious composites: experimental investigation by means of X-ray microtomography and numerical modeling

Chemical degradation of cement based materials leads to significant degradation of their physi- cal properties. A typical scenario is a calcium leaching due to water (water with very low pH compared with that of porous interstitial fluid). The main objective of this paper is to evaluate the evolution of microstructure induced by leaching of a

An experimental study on the roles of water saturation degree and aggregate size in the mechanical response of cement-based composites

Desiccation of concrete induces the formation of microcracks leading to mechanical damage of concrete structures. Damage concentrates in the interfacial contact zone (ICZ), like also between aggregate particles. This damage, induced by drying, can be characterized in function of the ‘Saturation level degree’ variations. The main purpose of this study is concerned with specification of

Self-healing of cracked concrete: A bacterial approach

Crack occurrence in reinforced concrete should be minimized for both durability and economi- cal reasons as crack repair is costly. Autogenous repair, or self-healing, of concrete would save a substantial amount of money, as manual inspection and crack repair could be minimized. Thus, a reliable self-healing mechanism for concrete would not only result in more

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