Pennsylvania Folklife Vol. 32, No. 4

• Frakturs • Apple Head Dolls are Unique • Tableware and Dutch Folklore • The Pipemaker • Wheat Weaving • Beekeeping: Past and Present • The Pennsylvania Longrifle • Festival Focus • Folk Festival Programs • Quilts • The Country Butcher • Stained Glass • Metal Casting in Sand • Is This Pure Leather? • The Horse and Carriage • Marquetry, Parquetry and Intarsia • Pennsylvania Dutch Cookinghttps://digitalcommons.ursinus.edu/pafolklifemag/1100/thumbnail.jp

The gilded Buddha - The traditional art of the Newar metal casters in Nepal

This book celebrates in words and images the traditional metal crafts practised for over a thousand years by the creators of religious Buddhist statues in Nepal. The skills of these artisans are nurtured with deep respect for tradition, regarding religion, iconography and technology. Wax modellers, mould makers, casters, fire-gilders and chasers are among the specialists of the Newar ethnic group, whose work is characterised to this day by a melding of age-old technology, great skill, religious observance and contemplation. There are numerous books and exhibition catalogues dedicated to Buddhist art and iconography but little was available about the craft of the artists who turn the religious imagery into metal casts. This book fills this gap, with a thoroughly documented and historical account of the development of this “archaic” technology. The well-informed text and comprehensive photographic coverage constitute the only up-to-date account and full documentation of an art that is 1300 years old but dying out: the “ritual” production of Buddhist statues in the lost wax casting technique. The author, Dr. Alex Furger, is an archaeologist who has studied ancient metallurgy and metalworking techniques over the past four decades. He spent twenty-five years at the head of the Roman site of Augusta Raurica and lives in Basel (Switzerland). He is the author of over 130 articles in scientific journals and twelve books in the field of culture history. The fieldwork for this book led him repeatedly to Nepal, where he met and interviewed dozens of craftsmen in their workshops. This book is addressed to readers interested in culture history, travellers to Asia, collectors of statues of Buddha, (avocational) metalworkers, historians of technology, Buddhists, ethnologists, archaeologists, art historians, scholars of Asia and to libraries and museums

Stress-Crack Separation Relationship for Macrosynthetic, Steel and Hybrid Fiber Reinforced Concrete

An experimental evaluation of the crack propaga tion and post-cracking response of macro fiber reinforced concrete in flexure is c onducted. Two types of structur al fibers, hooked end steel fibers and continuousl y embossed macro-synthetic fibers are used in this study. A fiber blend of the two fibers is evaluated for spec ific improvements in the post peak residual load carrying response. At 0.5% volume fraction, both steel and macrosynthetic fiber reinforced concrete exhibits load recovery at large crack opening. The blend of 0.2% macrosynthetic fibers and 0.3% steel fibers shows a significa nt improvement in the immediate post peak load response with a significantly smaller load drop and a constant residual load carrying capacity equal to 80% of the peak load. An analytical formulation to predict fle xure load-displacement behaviour considering a multi-linear stress- crack separation (σ -w) relationship is developed. An inverse analysis is developed for obtaining the multi- linear σ -w relation, from the experimental response. The � -w curves of the steel and macrosynthetic fiber reinforced concrete exhibit a stress recovery after a significant drop with increa sing crack opening. Significant residual load carrying capacity is attained only at large crack separation. The fiber blend exhibits a constant residual stress with increasing crack sepa ration following an initial decrease. The constant residual stress is attained at a small crack separation

Winona Daily News

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Annual Report of the Board of Regents of the Smithsonian Institution, showing the operations, expenditures, and condition of the Institution for the year ending June 30, 1891

Annual Report of the Smithsonian Institution. [3002] Research concerned with the American Indian

Annual Report of the Board of Regents of the Smithsonian Institution, showing the operations, expenditures, and condition of the Institution for the year ending June 30, 1891

Annual Report of the Smithsonian Institution. [3002] Research concerned with the American Indian

Infinite Islands: The Seatrees

Infinite Islands: The Seatrees investigates on the subject of infinity as it relates to storytelling and the novel. The critical introduction lays out the relation between reality, fantasy, the imagination and the history of the novel as a source of inspiration for the fictional portion of the dissertation. It considers the similarities between canonical literary novels and fantasy genre novels. Through this consideration, aspects of reality and fantasy in the novel are considered in both theoretical and primary texts. In the fictional portion, an unnamed narrator is retelling the story of his life from beginning to end. Although he works to gain control over his life and pursue his hope of joining a secretive group, he continually becomes caught up in forces more powerful than an individual, only some of which can he ever understand

Role of Steel Fibers in Shear Resistance of Beams in Arch Action

Reinforced concrete beams with discrete hooked-end steel fibe rs were tested with a shear span to depth ratio equal to 1.8. Digital im age correlation (DIC) technique was used to obtain the full-field displacements from the beam during the load response. The formation and propagation of a shear crack which directly influences the load response and peak load in the load response of the beam is moni tored using the displacement fr om the DIC measurements. There is a continuous slip across the crack face s of the shear crack with increasing load carrying capacity up to the peak load. The shear crack exhibits a dilatant behavior with increasing slip. Failure in control beams is brittle which was by the opening of dominant shear crack in shear span at a small value of crack opening. At the peak load, the shear crack pattern in fiber reinforced conc rete was identical to the crack pattern in the control beam. The dilatant behavior from the measured crack opening a nd crack slip displacements obtained from the control and the SFRC beams is identical. The fiber reinforced concrete beams exhibit a ductile response with a post peak load car rying capacity even after the continued opening of the dominant shear crack

Behavior of Hybrid NSM Reinforced and Externally Confined Reinforced Concrete Columns under Eccentric Compression –Experimental and Numerical Studies

The effectiveness of hybrid combination of ne ar surface mounted (NSM) and externally confined (EC) FRP strengthenin g on the performance of RC column elements under uniaxial eccentric compression is investigated. In total, ten short RC column elements were cast. Carbon FRP is used for strengthening due to its inherent stiffness and strength properties on par with other FRP materials. The columns were strengthened using NSM CFRP laminates, EC using CFRP fabrics and their hybrid combi nations. A non-linear finite element model is developed using ABAQUS and the numerical model is calibrated using the experimental results to improve the accuracy of the predict ions. Experimental results revealed that hybrid strengthening of RC columns was able to show a better performance in terms of stiffness, strength, ultimate displacement ductility when compared to other FRP strengthening techniques. The numerical predictions obtained were able to better capture the initial stiffness, peak load and post-peak behavior. Thus, the proposed hybrid strengthening technique for RC columns possess the capability of restoring the loss in stiffness, strength and ductility due to additional bending moment induced by the eccentric compression loading