Certificate of Completion : Learning BIM 360 Glue

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Topics include: 1. Breaking down the BIM 360 modules; 2. Creating projects; 3. Inviting members to a project; 4. Gluing models; 5. Merging and aligning models; 6. Creating views; 7. Adding links and markups; 8. Finding and resolving clashes; 9. Using the BIM 360 Glue mobile app.

Certificate of Completion
Nishanth Patil
Updated: 11/2017 • Completed: 12/2017 • 2h 43m
Certificate No: FD2C0E2120744E89A7693B4CA5203210
Learning BIM 360 Glue

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ABSTRACT : A material with both strength and ductility is the need of the hour, and more so in the construction industry. Since reinforced concrete sections are relatively less ductile in compression and shear, flexural yielding is an attractive proposition, ensuing ductile behaviour of the structural elements and their connections. The much-celebrated union of the quasi-brittle cement matrix and ductile steel reinforcement is plagued by stiffness degradation, which subsequently hampers the structures ability to adapt to load reversals, unexpected overloading post-construction, settlement effects etc. In addition, the deformation incompatibility between the matrix and the reinforcement leads to non-uniform strain distribution in reinforcement and composite matrix, high interfacial bond stress, disintegration at loads lower than the expected capacity of the composite section, ultimately affecting serviceability of the structure. The flexural performance of cement composites reinforced with Carbon black (CB) and Carbon fibres (CF) was investigated according to ASTM D790-2003 and IS 516-1999.The variation in flexural behaviour like flexural strength, flexural modulus, toughness index, ductility index and displacement at failure was different according to the proportion of CB used. Though the use of CB only, did not show promising results mainly owing to stiffening of the composite, the trends observed when CB was hybridized with CF were encouraging, primarily leading to a 44 % increase in toughness and 32% increase in the ductility index over the plain cement sample for an optimum loading of 5% CB and 0.25% CF by wt of cement. Although the mechanical strength of pure CB composites is reduced, but they satisfy the basic requirements of lightweight construction materials. For Indepth Conclusions and Analytics, Contact the undersigned : Nishanth A, Patil : +91 72045 76727

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