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Автор: Grafiati
Опубліковано: 11 вересня 2023

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Статті в журналах з теми "DESIGN FOR STRENGTH"

1

Kress, G., P. Naeff, M. Niedermeier, and P. Ermanni. "Onsert strength design." International Journal of Adhesion and Adhesives 24, no. 3 (June 2004): 201–9. http://dx.doi.org/10.1016/j.ijadhadh.2003.09.007.

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2

HARAGA, Kosuke. "A Concept of Specified Design Strength and Allowable Design Strength in the Strength Design of Adhesively Bonded Joints." Journal of The Adhesion Society of Japan 50, no. 2 (2014): 53–58. http://dx.doi.org/10.11618/adhesion.50.53.

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3

Sinha, Dr Deepa A. "Compressive Strength of Concrete using Different Mix Design Methods." Indian Journal of Applied Research 4, no. 7 (October 1, 2011): 216–17. http://dx.doi.org/10.15373/2249555x/july2014/66.

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4

Bhat, Rayees Ahmad, and Mr Misba Danish. "Design of High Strength Concrete Using Superplastisizer and Stone Dust." International Journal of Trend in Scientific Research and Development Volume-2, Issue-5 (August 31, 2018): 529–47. http://dx.doi.org/10.31142/ijtsrd15867.

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5

Russo, G. "Design shear strength formula for high strength concrete beams." Materials and Structures 37, no. 274 (October 17, 2004): 680–88. http://dx.doi.org/10.1617/14016.

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6

Russo, G., G. Somma, and P. Angeli. "Design shear strength formula for high strength concrete beams." Materials and Structures 37, no. 10 (December 2004): 680–88. http://dx.doi.org/10.1007/bf02480513.

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7

Kim, Dae Geon. "Development of High-Strength Concrete Mixed Design System Using Artificial Intelligence." Webology 19, no. 1 (January 20, 2022): 4268–85. http://dx.doi.org/10.14704/web/v19i1/web19281.

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Анотація:
The quality inspection of high-strength concrete construction sites consists of a compressive strength test that is considered the most important, but this can be confirmed through a compressive strength test after 28 days of high-strength concrete application. Therefore, it is of paramount importance to ship high-quality products to ready-mixed concrete factories by increasing the reliability of the mixed design that affects high-strength concrete production. In addition, there is a need to develop an efficient management system for mixed design that determines high-strength concrete quality by measuring the mixing ratio of materials in the ready-mixed concrete factory production stage. This study used matrix laboratory(MATLAB) using Deep learning, a language that performs mathematics and engineering calculations based on matrices, and presented a mixed design model by adjusting the strength through input and output variables, learning data collection, model structure determination, learning error, and repetition results. The predicted mean value of 40 MPa was measured at 40.75 MPa, showing a difference of 0.75 MPa and 40 MPa, and the error rate was confirmed to be 4.13%. And the predicted mean value of 55 MPa was measured as 55.55 MPa, showing a difference between 55 MPa and 0.55 MPa, and the error rate was confirmed to be 1.73%. Through this study, the reliability of high-strength concrete quality management is secured by applying a high-strength concrete mixed design system using artificial intelligence(AI) and adjusting it in connection with all fields of the production process.
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Murakami, Yukitaka. "Product Liability and Strength Design." Journal of the Society of Mechanical Engineers 98, no. 925 (1995): 986–90. http://dx.doi.org/10.1299/jsmemag.98.925_986.

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9

Yoshida, Takashi, and Masaru Ishikawa. "Design of strength for plastic." Proceedings of The Computational Mechanics Conference 2004.17 (2004): 127–28. http://dx.doi.org/10.1299/jsmecmd.2004.17.127.

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10

Hsu, Wei Ting, Dung Myau Lue, and Chen Y. Chang. "An Investigation into the Strength of Concrete-Filled Tubes." Applied Mechanics and Materials 284-287 (January 2013): 1208–14. http://dx.doi.org/10.4028/www.scientific.net/amm.284-287.1208.

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The design strength of concrete-filled tubes (CFT) is being calculated based on two approaches including the AISC and ACI methods. The AISC applies the steel column formulas with the use of coefficients for transforming the concrete into steel to determine the CFT design strength. The design strength of AISC is being evaluated through the use of two approaches including the plastic stress distribution and strain compatibility methods. This study used both the plastic stress distribution and strain compatibility methods to calculate the design strength of CFT, and compare the design strengths using these two methods. This study presents a more accurate numerical approach to evaluate the CFT columns including rectangular and square sections. The illustrated example is presented to demonstrate the step-by-step procedure to obtain the CFT design strength based on the AISC Specification. The provided design procedure for the strength evaluation of CFT columns enables those who need a better estimation on the CFT axial strengths based on the AISC Specification.
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Дисертації з теми "DESIGN FOR STRENGTH"

1

Eizadjou, Mehdi. "Design of Advanced High Strength Steels." Thesis, The University of Sydney, 2017. http://hdl.handle.net/2123/17315.

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A new advanced high strength steels (AHSS) is designed based on Fe-C-Mn-Al composition. Martensitic steel is processed in intercritical region to achieve an ultrafine-grained duplex γ–(α + α') microstructure. The focus was on tuning the degree of austenite plasticity via controlling its stability, called austenite engineering. Interest in austenite engineering stems from transformation-induced plasticity (TRIP) effect, which is known to enhance ductility. The thermodynamic and kinetic analyses were used to optimize the annealing condition. The evolution of microstructure and mechanical properties was studied using different techniques. Due to high heating rate, the austenite reversion occurred before recrystallization of the ferrite. The final microstructure was duplex steel with globular-shaped grains. High volume fraction of the austenite phase was obtained (f_γ>40%) in very short time annealing. By increasing annealing temperature and time, austenite fraction and grain size increased. However, due to dilution of the austenite from stabilizers elements, the stability of the austenite dropped and transformed into martensite during quenching. This led in variety of austenite stabilities that resulted in different combination of mechanical properties. The critical factors influencing the onset of TRIP effect is studied and it was found that both early and delayed onset of the TRIP effect will lead to worse ductility. Hence, to achieve ultrahigh strength and excellent ductility, austenite stability shall be controlled to precisely trigger out TRIP. This study find out that discontinuous yielding or Lüders bands phenomenon can be used in ultrafine duplex steels to improve ductility. The results showed that superb combination of strength (σ_YS>1.0GPa and σ_UTS>1.4GPa) and ductility (ε_t≥20%) could be achieved in short time annealing of less than 10 minutes. This work evidence that tuning the austenite to a marginal stability enables us to design strong and ductile steels.
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2

Soutsos, Marios Nicou. "Mix design, workability heat evolution and strength development of high strength concrete." Thesis, University College London (University of London), 1992. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.308062.

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A literature survey of the properties and uses of high strength concrete, defined for this study as having a strength in excess of 60 N/tnm2, has shown that of prime need is a systematic, reproducible procedure for attaining high strength concrete. The "Maximum Density Theory", i.e. the requirement that the aggregate occupies as large a relative volume as possible, has been adopted as an approach to optimisation of the mix proportions. However, this does not consider the effect that the aggregate suIface area has on the requirement of excess paste for lubrication. To investigate the combined effect of void content and surface area, mixes with lower sand proportions than that required for minimum void content were tested for slump. The optimum sand proportion is the one that produces the highest slump, for a particular cement content. This procedure has been called: "The Modified Maximum Density Theory". Having thus optimised the cement and aggregate contents, partial cement replacement by mineral admixtures, at low water-cement ratios, has been investigated in order to assess: a) their contribution to long term strengths, b) their contribution to reducing the heat evolution of concrete mixes, and c) their effect on the workability of concrete. Condensed silica fume (at replacement levels of up to 15%) produced higher compressive strengths than ordinary Portland cement. Ground granulated blast furnace slag (at replacement levels of up to 30%) can be used without decreasing the 28-day strength. Replacement by 20% pulverised fuel ash resulted in a 15% decrease in the 28-day strength and equal strength to ordinary Portland cement concrete at ages beyond 56-days. Temperature measurements during hydration, under adiabatic conditions, have however shown that these replacement levels do not lower the temperature rise at a water-binder ratio of 0.26. The higher levels required for significant temperature reduction will also cause a significant reduction in the strength. To offset this ground granulated blast furnace slag (58%) and pulverised fuel ash (36%) in combination with 10% condensed silica fume 4 were used. These combinations reduced the temperature rise by more than 10°C while the reduction in the 28-day compressive strength was less than 15%. Partial cement replacement by pulverised fuel ash and ground granulated blast furnace slag improved the workability and therefore allowed a reduction in the superplasticiser dosage required for a given slump. The use of condensed silica fume reduces the workability at low superplasticiser dosages, but it has a water-reducing effect above a certain superplasticiser dosage. Results from these studies have been used to formulate guidelines for the proportioning of materials for producing high strength concrete.
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Cladera, Bohigas Antoni. "Shear design of reinforced high-strength concrete beams." Doctoral thesis, Universitat Politècnica de Catalunya, 2003. http://hdl.handle.net/10803/6155.

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Aunque el hormigón de alta resistencia se está utilizando de manera creciente en los últimos años para la construcción de estructuras, la norma Española vigente, la Instrucción EHE, sólo abarca hormigones de resistencias características a compresión inferiores a 50 MPa. El aumento de resistencia del hormigón está directamente asociado a una mejora en la mayoría de sus prestaciones, especialmente de la durabilidad, aunque también produce un aumento en la fragilidad y una disminución de la rugosidad de las fisuras, lo que afecta de forma muy especial a la resistencia a cortante.

El objetivo principal de este trabajo es contribuir al avance del conocimiento del comportamiento frente a la rotura por cortante de vigas de hormigón de alta resistencia. Para ello, y en primer lugar, se ha llevado a cabo una extensa revisión del estado actual del conocimiento de la resistencia a cortante, tanto para hormigón convencional como para hormigón de alta resistencia, así como una profunda investigación de campañas experimentales anteriores.

Se ha realizado una campaña experimental sobre vigas de hormigón de alta resistencia sometidas a flexión y cortante. La resistencia a compresión del hormigón de las vigas variaba entre 50 y 87 MPa. Las principales variables de diseño eran la cuantía de armadura longitudinal y transversal. Los resultados obtenidos experimentalmente han sido analizados para estudiar la influencia de las distintas variables en función de la resistencia a compresión del hormigón.

Con el objetivo de tener en cuenta, no sólo los resultados de nuestros ensayos, sino también la gran cantidad de información disponible en la bibliografía técnica, se ha preparado una base de datos con vigas de hormigón convencional y de alta resistencia a partir del banco de datos de la Universidad de Illinois. Los resultados empíricos han sido comparados con los cortantes últimos calculados según la Instrucción EHE, las especificaciones AASHTO LRFD, el Código ACI 318-99 y el programa Response-2000, basado en la teoría modificada del campo de compresiones.

Se han construido dos Redes Neuronales Artificiales (RNA) para predecir la resistencia a cortante en base a la gran cantidad de resultados experimentales. La principal característica de las RNA es su habilidad para aprender, mediante el ajuste de pesos internos, incluso cuando los datos de entrada y salida presentan un cierto nivel de ruido. Con los resultados de la RNA se ha realizado un análisis paramétrico de cada variable que afecta la resistencia última a cortante.

Se han propuesto nuevas expresiones que tienen el cuenta el comportamiento observado para el diseño frente al esfuerzo cortante de vigas tanto de hormigón convencional como de alta resistencia con y sin armadura a cortante, así como una nueva ecuación para la determinación de la armadura mínima a cortante. Las nuevas expresiones presentan resultados que se ajustan mejor a los resultados experimentales que los obtenidos mediante la utilización de las normativas vigentes.

Finalmente se han planteado varias sugerencias de futuras líneas de trabajo, que son resultado de la propia evolución del conocimiento sobre el tema de estudio durante el desarrollo de esta tesis.
Although High-Strength Concrete has been increasingly used in the construction industry during the last few years, current Spanish Structural Concrete code of practice (EHE) only covers concrete of strengths up to 50 MPa. An increase in the strength of concrete is directly associated with an improvement in most of its properties, in special the durability, but this also produces an increase in its brittleness and smoother crack surfaces which affects significantly the shear strength.

The aim of this research is to enhance the understanding of the behaviour of high-strength concrete beams with and without web reinforcement failing in shear. In order to achieve this objective, an extensive review of the state-of-the-art in shear strength for both normal-strength and high-strength concrete beams was made, as well as in-depth research into previous experimental campaigns.

An experimental programme involving the testing of eighteen high-strength beam specimens under a central point load was performed. The concrete compressive strength of the beams at the age of the tests ranged from 50 to 87 MPa. Primary design variables were the amount of shear and longitudinal reinforcement. The results obtained experimentally were analysed to study the influence of those parameters related to the concrete compressive strength.

With the aim of taking into account, in addition to the results of our tests, the large amount of information available, a large database was assembled based on the University of Illinois Sheardatabank for normal-strength and high-strength concrete beams. These test results were compared with failure shear strengths predicted by the EHE Code, the 2002 Final Draft of EuroCode 2, the AASHTO LRFD Specifications, the ACI Code 318-99, and Response-2000 program, a computer program based on the modified compression field theory.

Furthermore, two Artificial Neural Networks (ANN) were developed to predict the shear strength of reinforced beams based on the database beam specimens. An ANN is a computational tool made up of a number of simple, highly-interconnected processing elements that constitute a network. The main feature of an ANN is its ability to learn, by means of adjusting internal weights, even when the input and output data present a degree of noise. Based on the ANN results, a parametric study was carried out to study the influence of each parameter affecting the failure shear strength.

New expressions are proposed, taking into account the observed behaviour for the design of high-strength and normal-strength reinforced concrete beams with and without web reinforcement. A new equation is given for the amount of minimum reinforcement as well. The new expressions correlate with the empirical tests better than any current code of practice.

Finally, as a natural corollary to the evolution of our understanding of this field, some recommendations for future studies are made.
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4

Wilson, R. C. "Welded airframes : static strength, structural design and analysis." Thesis, Queen's University Belfast, 2011. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.546430.

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5

Vennapusa, Siva Koti Reddy. "Design of bi-adhesive joint for optimal strength." Thesis, Högskolan i Skövde, Institutionen för ingenjörsvetenskap, 2019. http://urn.kb.se/resolve?urn=urn:nbn:se:his:diva-16675.

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To support the trust in the design development of adhesively bonded joints, it is important to precisely predict their mechanical failure load. A numerical simulation model with a two-dimensional linear elastic cohesive zone model using a combination of a soft and a stiff adhesive is developed to optimize the strength of a lap-joint. Separation under mixed-mode conditions (normal and shear direction) is considered. By varying the length of the adhesives, the fracture load is optimized. The results obtained from the numerical experiments show an improvement in strength.
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6

Wang, Jie. "Behaviour and design of high strength steel structures." Thesis, Imperial College London, 2016. http://hdl.handle.net/10044/1/43758.

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High strength steels (HSS), which are generally considered to be those with yield strengths over 460 MPa, are being increasingly utilised in construction, particularly in high rise structural applications and where long and column-free spans are an important design requirement. In place of ordinary carbon steels, the use of HSS can enable structural elements with smaller cross-sections, resulting in significant material savings. However, compared to normal strength steels, the structural use of HSS is still quite rare. The European design code EN 1993-1-12 provides design rules for HSS up to S700, but was conceived as a simple extension of the rules in EN 1993-1-1 for normal strength steels. In order to contribute to the existing limited HSS data pool and to verify and develop the current Eurocode 3 design rules, a comprehensive experimental programme on hot-finished S460 and S690 square and rectangular hollow sections has been carried out. The testing programme covered different structural aspects at the material, cross-section and member levels and consisted of 40 tensile coupon tests, 11 compressive coupon tests, 11 stub column tests, 11 full section tensile tests, 22 in-plane bending tests, 12 eccentrically loaded stub column tests, 30 long column tests, as well as measurements of geometrical imperfections and residual stresses. Numerical models, validated against the test results, were also developed to examine the cross-section and member behaviour, and subsequently employed in a comprehensive parametric study in order to generate further data. Based on the combined test and numerical data set, as well as experimental results reported in the literature, the current HSS design rules in Eurocode 3, including the slenderness limits for cross-section classification, effective width equation, N-M interaction curves and column buckling curves, were assessed by means of reliability analyses in accordance with Annex D of EN 1990. To realise the potential of HSS in long span structures, a novel structural form was also examined, namely an HSS truss with prestressing cables housed within the tubular bottom chord. A total of 4 prestressed trusses, made of S460 square hollow sections with different prestress levels, were tested under static downward loading. The truss test results showed the enhanced structural efficiency brought about by the addition of prestressing cables and by the application of prestress. Additionally, 12 tensile and 10 compressive member tests with cables, representing the bottom chord of the truss under gravity and uplift loading, respectively, were carried out to investigate the behaviour of individual prestressed cable-in-tube members. Analytical models and numerical models were also established to compare with the test behaviour and to contribute to the development of design rules for prestressed cable-in-tube systems.
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7

Reis, Jonathan M. "Structural Concrete Design with High-Strength Steel Reinforcement." University of Cincinnati / OhioLINK, 2010. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1277124990.

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8

Khurshid, Mansoor. "Static and fatigue analyses of welded steel structures : some aspects towards lightweight design." Doctoral thesis, KTH, Lättkonstruktioner, 2017. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-200829.

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The objectives of this thesis comprise of overcoming the challenges in designing lightweight welded structures such as material selection, choice of fatigue design methods, and increased performance by using improvement techniques. Material selection of welded joints is dependent on the filler and base material strengths. Partially and fully penetrated cruciform and butt welded joints were designed in under-matching, matching, and over-matching filler materials. Base material steel grades were S600MC, S700MC, and S960. Current design rules are developed for welds in steel up to yield strength of 700MPa. Therefore, design rules in Eurocode3, AWS d1.1, and BSK 07 were verified and recommendations for developing design rules for designing welded joints in S960 were concluded. Numerical methodology for estimating static strength of welded joints by simulating heat affected zone was also developed. Another objective of the thesis work was to overcome the challenges in selection of fatigue design methods. The available design curves in standards are developed for uniaxial stress states, however, in real life the welds in mechanical structures are subjected to complex multiaxial stress states. Furthermore; weld toe failures are frequently investigated, weld root failures are seldom investigated. Therefore, in this work the multiaxial fatigue strength of welded joints failing at the weld root was assessed using experiments and various nominal and local stress based approaches. Butt welded joints with different weld seam inclinations with respect to applied uniaxial loading were designed to assess the root fatigue strength in higher multiaxial stress ratio regime. The fatigue strength of multi-pass tube-to-plate welded joints subjected to internal pressure only and combined internal pressure and torsion in and 90° out of phase loading was also investigated. Test data generated in this thesis was evaluated together with the test data collected from literature. Last objective of the thesis included investigation of the increased performance in fatigue strength by post weld treatment methods such as HFMI. The behavior of residual stresses induced due to HFMI treatment during fatigue loading is studied. Numerical residual stress estimations and residual stress relaxation models are developed and the effect of various HFMI treatment process parameters and steel grade on the induced residual stress state is investigated. Specimens studied were non load carrying longitudinal attachments and simple plates. Residual stresses in both test specimens were measured using X-ray diffraction technique.

QC 20170206

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9

Domingo, Eric Ray. "An introduction to Autoclaved Aerated Concrete including design requirements using strength design." Manhattan, Kan. : Kansas State University, 2008. http://hdl.handle.net/2097/543.

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10

Peng, Jun, and 彭军. "Strain gradient effects on flexural strength and ductility design of normal-strength RC beams and columns." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2012. http://hub.hku.hk/bib/B48329630.

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The stress-strain characteristics of concrete developed in flexure is very important for flexural strength design of reinforced concrete (RC) members. In current RC design codes, the stress-strain curve of concrete developed in flexure is obtained by scaling down the uni-axial stress-strain curve to account for the strain gradient effect. Therefore, the maximum concrete stress that can be developed under flexure is smaller than its uni-axial strength, and the use of which always underestimates the flexural strength of RC beams and columns even though the safety factors for materials are taken as unity. Furthermore, the value of strength underestimation was different for RC beams and columns, which indicates that the extent of strain gradient will affect the maximum concrete stress and stress-strain curve developed under flexure. To investigate the maximum concrete stress, 29 column specimens were fabricated and tested in this study. They were divided into 9 groups, each of which was poured from the same batch of concrete and contained specimens with identical cross-section properties. In each group, one specimen was tested under concentric load while the rest was/were subjected to eccentric or horizontal load. To study the strain gradient effects, the ratio of the maximum concrete compressive stress developed in the eccentrically/horizontally loaded specimens to the maximum uni-axial compressive stress developed in the counterpart concentrically loaded specimens, denoted by k3, is determined based on axial force and moment equilibriums. Subsequently, the concrete stress block parameters and the equivalent rectangular concrete stress block parameters are determined. It is found that the ratios of the maximum and equivalent concrete stress to uni-axial cylinder strength, denoted respectively by k3 and , depend significantly on strain gradient, while that of the depth of stress block to neutral axis depth, denoted by , remains relatively constant with strain gradient. Design equations are proposed to relate and  with strain gradient for strength calculation, whose applicability is verified by comparing the strengths of RC beams and columns tested by various researchers with their theoretical strengths predicted by the proposed parameters and those evaluated based on provisions of RC codes. Based on the test results, the stress-strain curve of normal-strength concrete (NSC) developed under strain gradient is derived using least-square method by minimising the errors between the theoretical axial load and moment and the respective measured values. Two formulas are developed to derive the flexural stress-strain curve, whose applicability is verified by comparing the predicted strength with those measured by other researchers. Lastly, the application of the proposed stress-block parameters and stress-strain curve of NSC will be illustrated by developing some charts for flexural strength design of NSC beams and columns. The application will further be extended to develop strength-ductility charts for NSC beams and columns, which enable simultaneous design of strength and ductility. By adopting the proposed design charts, the flexural strength design, as well as that of the plastic hinge forming mechanism during extreme events, will be more accurate. The resulting design will be safer, more environmentally friendly and cost effective.
published_or_final_version
Civil Engineering
Doctoral
Doctor of Philosophy
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Книги з теми "DESIGN FOR STRENGTH"

1

McIntosh, G. Design stressing: Basic strength calculations for structural design. [Great Britain?]: [G. McIntosh?], 1988.

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2

Cook, Ronald A. Strength design of anchorage to concrete. Skokie, Ill: Portland Cement Association, 1999.

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3

Determinate structures: Statics, strength, analysis, design. Albany: Delmar Publishers, 1996.

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4

P, Walker K., and United States. National Aeronautics and Space Administration., eds. Steady-state and transient zener parameters in viscoplasticity: Drag strength versus yield strength. [Washington, DC]: National Aeronautics and Space Administration, 1990.

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5

Freed, Alan David. Steady-state and transient zener parameters in viscoplasticity: Drag strength versus yield strength. [Washington, DC]: National Aeronautics and Space Administration, 1990.

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6

Great Britain. Department of Trade and Industry. Strength data for design safety: Phase 1. London: DTI, 2000.

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7

Great Britain. Department of Trade and Industry. Strength data for design safety: Phase 2. London: DTI, 2002.

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8

American Society of Civil Engineers. and United States. Army. Corps of Engineers., eds. Strength design for reinforced-concrete hydraulic structures. New York, N.Y: ASCE Press, 1993.

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9

George C. Marshall Space Flight Center., ed. Root-sum-square structural strength verification approach. [Marshall Space Flight Center, Ala.]: National Aeronautics and Space Administration, George C. Marshall Space Flight Center, 1994.

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George C. Marshall Space Flight Center., ed. Root-sum-square structural strength verification approach. [Marshall Space Flight Center, Ala.]: National Aeronautics and Space Administration, George C. Marshall Space Flight Center, 1994.

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Частини книг з теми "DESIGN FOR STRENGTH"

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Walser, Martin G. "Empirical design." In Brand Strength, 155–79. Wiesbaden: Deutscher Universitätsverlag, 2004. http://dx.doi.org/10.1007/978-3-322-81629-0_7.

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Cissik, John. "Program Design." In Strength and Conditioning, 149–75. Second edition. | Abingdon, Oxon ; New York : Routledge, [2020]: Routledge, 2019. http://dx.doi.org/10.4324/9780429026546-8.

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Okumoto, Yasuhisa, Yu Takeda, Masaki Mano, and Tetsuo Okada. "Torsional Strength." In Design of Ship Hull Structures, 417–21. Berlin, Heidelberg: Springer Berlin Heidelberg, 2009. http://dx.doi.org/10.1007/978-3-540-88445-3_22.

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Okumoto, Yasuhisa, Yu Takeda, Masaki Mano, and Tetsuo Okada. "Strength Evaluation." In Design of Ship Hull Structures, 33–80. Berlin, Heidelberg: Springer Berlin Heidelberg, 2009. http://dx.doi.org/10.1007/978-3-540-88445-3_3.

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Ballio, Giulio. "Design for Strength (Stability)." In Second Century of the Skyscraper, 837–46. Boston, MA: Springer US, 1988. http://dx.doi.org/10.1007/978-1-4684-6581-5_72.

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Xiao, Yan. "Design Strength of Glubam." In Engineered Bamboo Structures, 121–38. London: CRC Press, 2022. http://dx.doi.org/10.1201/9781003204497-4.

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Serrano, Nathan, and Andrew J. Galpin. "Program design." In Conditioning for Strength and Human Performance, 356–69. Third edition. | New York, NY : Routledge, 2018.: Routledge, 2018. http://dx.doi.org/10.4324/9781315438450-16.

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Okumoto, Yasuhisa, Yu Takeda, Masaki Mano, and Tetsuo Okada. "Transverse Strength of Ship." In Design of Ship Hull Structures, 387–415. Berlin, Heidelberg: Springer Berlin Heidelberg, 2009. http://dx.doi.org/10.1007/978-3-540-88445-3_21.

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Smardzewski, Jerzy. "Stiffness and Strength Analysis of Skeletal Furniture." In Furniture Design, 319–455. Cham: Springer International Publishing, 2015. http://dx.doi.org/10.1007/978-3-319-19533-9_6.

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Smardzewski, Jerzy. "Stiffness and Strength Analysis of Case Furniture." In Furniture Design, 457–571. Cham: Springer International Publishing, 2015. http://dx.doi.org/10.1007/978-3-319-19533-9_7.

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Тези доповідей конференцій з теми "DESIGN FOR STRENGTH"

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"Design of High-Strength Concrete Columns for Strength and Ductility." In SP-213: The Art and Science of Structural Concrete Design. American Concrete Institute, 2003. http://dx.doi.org/10.14359/12747.

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Bingham, Jesse, John Erickson, Gaurav Singh, and Flemming Andersen. "Industrial strength refinement checking." In 2009 Formal Methods in Computer-Aided Design (FMCAD). IEEE, 2009. http://dx.doi.org/10.1109/fmcad.2009.5351123.

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Doyle, Keith B., and Mark A. Kahan. "Design strength of optical glass." In Optical Science and Technology, SPIE's 48th Annual Meeting, edited by Alson E. Hatheway. SPIE, 2003. http://dx.doi.org/10.1117/12.506610.

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"Behavior and Design of High-Strength RC Walls." In SP-176: High-Strength Concrete in Seismic Regions. American Concrete Institute, 1998. http://dx.doi.org/10.14359/5903.

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Obeidat, H. A., R. A. Abd-Alhameed, J. M. Noras, S. Zhu, T. Ghazaany, N. T. Ali, and E. Elkhazmi. "Indoor localization using received signal strength." In 2013 Design and Test Symposium (IDT). IEEE, 2013. http://dx.doi.org/10.1109/idt.2013.6727138.

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Schaefer, Peter, Helmut Rudolph, and Wolfgang Schwarz. "Digital Man Models and Physical Strength – A New Approach in Strength Simulation." In Digital Human Modeling For Design And Engineering Conference And Exposition. 400 Commonwealth Drive, Warrendale, PA, United States: SAE International, 2000. http://dx.doi.org/10.4271/2000-01-2168.

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"Design Applications of High-Strength Concrete in Seismic Regions." In SP-176: High-Strength Concrete in Seismic Regions. American Concrete Institute, 1998. http://dx.doi.org/10.14359/5912.

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Du, Quhu, Jia Li, Yi Wang, Liyang Xie, and Fei Zhao. "Strength reliability analysis of axial-symmetric vectoring exhaust nozzle mechanism considering strength degradation." In Third International Conference on Mechanical Design and Simulation (MDS 2023), edited by Mohamed Arezki Mellal and Yunqing Rao. SPIE, 2023. http://dx.doi.org/10.1117/12.2682087.

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Anderson, M., and M. Anderson. "Design of panels having postbuckling strength." In 38th Structures, Structural Dynamics, and Materials Conference. Reston, Virigina: American Institute of Aeronautics and Astronautics, 1997. http://dx.doi.org/10.2514/6.1997-1240.

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"Design of High-Strength Concrete Columns." In SP-128: Evaluation and Rehabilitation of Concrete Structures and Innovations in Design. American Concrete Institute, 1991. http://dx.doi.org/10.14359/3206.

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Звіти організацій з теми "DESIGN FOR STRENGTH"

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H. KUNG and ET AL. OPTIMUM DESIGN OF ULTRAHIGH STRENGTH NANOLAYERED COMPOSITES. Office of Scientific and Technical Information (OSTI), October 2000. http://dx.doi.org/10.2172/766220.

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Duthinh, Dat, and Nicholas J. Carino. Shear design of high-strength concrete beams:. Gaithersburg, MD: National Institute of Standards and Technology, 1996. http://dx.doi.org/10.6028/nist.ir.5870.

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Koglin, Johnathon D. Strength-Stabilized Rayleigh-Taylor Growth Experiment Design Calculations. Office of Scientific and Technical Information (OSTI), April 2018. http://dx.doi.org/10.2172/1459140.

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Wilkowski and Eiber. L51704 Design Guideline for High-Strength Pipe Fittings. Chantilly, Virginia: Pipeline Research Council International, Inc. (PRCI), January 1994. http://dx.doi.org/10.55274/r0010320.

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Анотація:
This report presents guidelines based on the study of current practices in the design and manufacture of high-pressure pipe fittings (size tees, reducing tees, elbows, and caps) from 4 to 12 inches. Based on fitting measurements, finite-element models for linear analysis were developed and the results were compared to existing standards. The models were verified with two experimental burst tests. Tensile strength proved to be the most significant factor for burst pressure and fatigue. For fittings of unknown origin, the tensile strength can be estimated with non-destructive material hardness tests. Yield strength showed no effect on burst pressure or fatigue due to cyclical pressure loading.
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Ukhande, Manoj, Vijaykumar Khasnis, Santosh Kumar, Raveendra Parvatrao, and Girish Tilekar. Crankshaft Design Re-Engineering for Better Bending Fatigue Strength. Warrendale, PA: SAE International, September 2013. http://dx.doi.org/10.4271/2013-01-2436.

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Woodson, Stanley C., and William A. Price. Improved Strength Design of Reinforced Concrete Hydraulic Structures - Research Support. Fort Belvoir, VA: Defense Technical Information Center, April 1992. http://dx.doi.org/10.21236/ada251470.

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Fuglem. L52034 Software for Estimating the Lifetime Cost of High Strength High Design Factor Pipelines. Chantilly, Virginia: Pipeline Research Council International, Inc. (PRCI), April 2003. http://dx.doi.org/10.55274/r0011176.

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Анотація:
The objective of this project was to develop as software program to calculate the lifetime cost differential between pipelines designed for different combinations of steel grade and design factor. It is intended to evaluate the economic implications of using higher yield strength pipes and design factor for any given pipeline project. In each case, the possible failure modes were considered and the level of mechanical damage and corrosion maintenance required to achieve adequate reliability levels were determined.
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Lynch, C., and J. Charest. Design of a gun system for in-situ compressive strength measurements. Office of Scientific and Technical Information (OSTI), November 1989. http://dx.doi.org/10.2172/6922835.

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Tyson. L52337 Weld Design Testing and Assessment Procedures for High Strength Pipelines. Chantilly, Virginia: Pipeline Research Council International, Inc. (PRCI), December 2011. http://dx.doi.org/10.55274/r0010448.

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Анотація:
This is the last report of a�c reports detailing the small-scale mechanical testing performed on the trial welds in this consolidated program. This report summarizes and compares the results of all of the mechanical tests applied primarily to welds of rounds 1 and 2, including tensile results and their correlation with microstructure, Charpy test results, conventional (through-thickness-notched) toughness tests, and low-constraint toughness tests. The reports contains a summary of the mechanical properties of the experimental single and dual torch GMAW-P X100 pipe welds prepared for this consolidated program. It summarizes the detailed results reported in Final Reports 277-T-05, 277-T-06 and 277-T-07. The intent of this summary is to provide insight and understanding of the significance of the results and the implications for mechanical testing of weldments to extract properties essential for strain-based design (SBD).
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Ruggles, M. B., G. T. Yahr, and R. L. Battiste. Static properties and multiaxial strength criterion for design of composite automotive structures. Office of Scientific and Technical Information (OSTI), November 1998. http://dx.doi.org/10.2172/290934.

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