Structural Engineering Commons^™

Mat-723: Bond Behaviour Of Grouted Connections Under Monotonic Tensile Loads, Mohamed Elsayed, Douglas James Provost-Smith, Moncef L. Nehdi, Osama Eissa

Canadian Society for Civil Engineering

Grouted bar-in-conduit connections are versatile connections widely used in the precast concrete construction. In precast load bearing wall structures, two vertical wall panels are connected by a reinforcing bar, which is projected from one panel and grouted into a sleeve placed in the other. The main function of the ties is to resist tension induced by in-plane and out-of-plane straining actions and to provide ductility to the wall assembly through the yielding of the reinforcement. Limited information is currently available on the behaviour of such connections. This paper presents the findings of an investigation conducted to investigate the behaviour of …

Mat-732: Experimental Study On The Capacity Of Barrier Deck Anchorage In Mtq Pl-3 Barrier Reinforced With Hm-Gfrp Bars With Headed Ends, Michael Rostami, Khaled Sennah, S. Milad Dehnadi

Canadian Society for Civil Engineering

A recent design work conducted at Ryerson University on PL-3 bridge barrier has led to an economical glass fibre reinforced polymer (GFRP) bar detailing for sustainable construction. A PL-3 barrier wall of 27.6 m length was constructed using the proposed GFRP bar configuration, incorporating the use of V-Rod headed-end bars. The proposed barrier configuration was recently crash tested to qualify its use in Canada’s highway bridges. Then, wall segments of this barrier were tested under static loading to-collapse to determine their structural behavior, crack pattern and ultimate load carrying capacity under simulated vehicle impact load. Test results led to establishing …

Mat-734: Increasing The Durability And Resilience Of Tall Buildings With Precast Concrete Enclosure Systems, Randy A. Van Straaten, John F. Straube, C. Alex Lukachko

Canadian Society for Civil Engineering

In this paper precast concrete wall systems are compared to curtain wall and window wall systems in terms of durability and disaster resilience of multi-story buildings. Window wall systems are currently the enclosure system of choice for tall residential buildings in most parts of North America.

Precast concrete wall systems can be expected to last the lifetime of a building with routine seal replacement. These are highly durable systems. Windows within precast concrete wall systems will require replacement in 25-35 years but represent a limited portion of the wall area and hence are less costly and have less impact on …

Mat-735: Optimizing Performance Of Zinc Coated Reinforcing Steel In Concrete Structures, Martin Gagné, Shannon Pole, Frank Goodwin, Gary Dallin

Canadian Society for Civil Engineering

Corrosion of steel reinforcing bar (rebar) is the most significant cause of concrete failure, resulting in expensive repairs and premature structure replacements across the country. This paper will discuss a new, low-cost, zinc coating process for rebar. The properties of this new coated rebar and its contribution to improvement of concrete performance will be presented together with the status of related national and international standards. The Continuous Galvanized Rebar (CGR) coating process is similar to galvanizing of sheet steel. The zinc coating is durable and resistant to abrasion that is routine during transport and construction, but is also highly ductile …

Mat-744: Assessment Of Performance Of Bio Self-Healing Mortar Using Diatomaceous Earth And Silica Fume, Ahmed J. Al Bughdadi, Mohamed N. Abou-Zeid

Canadian Society for Civil Engineering

Cracking represents a major threat for the integrity and performance of structures. Self-healing concept was introduced to construction materials in order to enhance their performance and extend their service life with less repair. This study aims at assessing the performance of Portland cement mortar incorporating self-healing Bacillus Pseudofirmus bacteria using Diatomaceous earth (DE) to immobilize precursor and bacteria in mortar and lowering the pH level of mortar by using silica fume to provide a suitable growth environment for bacteria to generate limestone. The specimens were prepared at three different bacteria dosages and three DE dosages. Cracking of specimens was induced …

Mat-745: The Effect Of Ground Granulated Blast Furnace Slag And Silica Fume On The Durability Of High Performance Concrete In Bridge Decks, Abdulaziz Alaskar, R. Douglas Hooton

Canadian Society for Civil Engineering

High-performance concrete typically has a low water to cementing materials ratio (w/cm), high binder content and may contain high levels of supplementary cementitious materials. The effects of ground granulated blast furnace slag (GGBFS) and silica fume (SF) on the durability of HPC were investigated. In this study, HPC mixtures at 0.33 w/cm were made with two sources of blended cements containing 8% SF mixed with 25 and 50% GGBFS replacements by mass of cement. The compressive strength, drying shrinkage, thermal deformation and transport properties were tested. The preliminary test results have shown that increased fineness of the blended cement enhances …

Mat-755: Sustainable Road Construction For Heavy Traffic Using High Strength Polymeric Geocells, Sanat K. Pokharel, Meisam Norouzi, Ian Martin, Marc Breault

Canadian Society for Civil Engineering

Construction Sustainability has been the focus of debate ever since the Brundtland commission report ‘Our Common Future’ defined Sustainable Development. Kyoto Protocol and subsequent climate change conferences leading up to the Paris submit this year has put still more emphasis on this agenda. Construction of heavy traffic unpaved access roads require huge amount of aggregate mining and long haulage in the areas of scarce virgin aggregate. Conventional practices in these road constructions seek structural adequacy but never specifically address the sustainability issue. Innovative technology that can reduce the volume of aggregate material while maintaining the structural integrity is required to …

Str-805: Experimental Evaluation Of The Robustness Of Wt Connections Under Quasi-Dynamic Load, Megan E. Hayes, Christopher H. Raebel, Christopher M. Foley

Canadian Society for Civil Engineering

Flexible (simple) shear connections commonly used in steel-framed buildings are very economical and are relatively easy to fabricate. These connections are used for shear resistance, but recent studies have shown that they are capable of sustaining an interaction of rotational and axial load demand necessary for steel-framed building structures to help resist collapse in the event of unanticipated damage scenarios.

The objective of this paper is to outline and discuss an experimental effort designed to evaluate the robustness of flexible WT connections. The experimental program included twelve full-scale tests of a system consisting of two wide flange beams connected to …

Str-806: Experimental Evaluation Of The Robustness Of Single Plate Shear Connections Under Quasi-Dynamic Load, Jacklyn E. Lesser, Christopher H. Raebel, Christopher M. Foley

Canadian Society for Civil Engineering

Flexible (simple) shear connections commonly used in steel-framed buildings are very economical and are relatively easy to fabricate. These connections are used for shear resistance, but recent studies have shown that they are capable of sustaining an interaction of rotational and axial load demand necessary for steel-framed building structures to help resist collapse in the event of unanticipated damage scenarios.

The objective of this paper is to outline and discuss an experimental effort designed to evaluate the robustness of single plate shear connections under a quasi-dynamic loading scenario simulating the loss of a central column. The experimental program included eleven …

Str-807: Ansys Modeling Of Post-Tensioned Steel Beam-Column Connections Under Cyclic Loading, Saber Moradi, M. Shahria Alam

Canadian Society for Civil Engineering

Permanent deformations in a steel moment resisting frame can be eliminated by using post-tensioned (PT) elements. This paper presents the development of three-dimensional finite element models of PT steel beam-column connection subassemblies. Knowing that there is limited experimental data in the literature on PT steel connections with top-and-seat angles, reliable finite element models can be used to investigate the load carrying behaviour of PT steel connections as well as producing more data for these new connections. In this paper, finite element modelling, meshing, and analysis are performed in the commercial software, ANSYS. The analysis includes geometric and material nonlinearities, pre-loaded …

Str-808: Re-Testing Of A Fire-Damaged Bridge, Alexander M. C. Au

Canadian Society for Civil Engineering

A proof load test was performed on a fire-damaged bridge in October 2008 and its load capacity was confirmed. The bridge was then re-opened for full traffic shortly after the load test. It was further repaired in 2009 which included concrete patching and carbon fibre reinforced polymer (CFRP) warping of 6 girders in the main span. The bridge is located at one of the busiest highways of the country with many heavy trucks passing daily. Also, reinforced concrete could deteriorate much faster than usual after the fire accident. In 2014, the Bridge Office was requested to re-test the bridge in …

Str-810: A Formulated Approach To Cisc Shear Connection Resistance And Flexibility Design, Josiah J. Matthews, Kaveh Arjomandi

Canadian Society for Civil Engineering

The design of simple shear connections has been extensively studied by several researchers. The design requirements for ductility and strength of these connections have been established through both experimental and theoretical approaches. However, the current Canadian design guidelines such as the Handbook of Steel Construction published by the Canadian Institute of Steel Construction (CISC) do not provide a formulated approach for the design of shear connections. In addition, the CISC design approach is somewhat out dated when it comes to providing adequate rotational ductility. In this paper, a formulated approach for the design of bolted double angle shear connections considering …

Str-811: Examination Of Effective Length Factor For Rc Columns In Non-Sway Frames, S. Ali Mirza, Timo K. Tikka

Canadian Society for Civil Engineering

The Canadian Standards Association (CSA) Standard for Design of Concrete Structures (A23.3-04) permits the use of moment magnifier method for computing the design ultimate strength of slender reinforced concrete (RC) columns that are part of non-sway frames. This computed strength is influenced by the column effective length factor K, effective flexural stiffness EI, and equivalent uniform bending moment diagram factor Cm among others. Previous investigations by the authors examined the equations available in literature for computing EI and Cm factor. For this study, nearly 3000 simple non-sway reinforced concrete frames subjected to short-term loads were simulated and used to investigate …

Str-813: Fragility Of Low-Rise Controlled Rocking Steel Braced Frames With Different Base Rocking Joints, Taylor C. Steele, Lydell D. A. Wiebe

Canadian Society for Civil Engineering

Controlled rocking steel braced frames (CRSBFs) are resilient seismic force resisting systems that can self-centre the structure and prevent structural damage during design-level earthquakes. Energy dissipation may be provided to limit peak displacements, while post-tensioning provides self-centering after rocking. Previous studies have shown that designing energy dissipation and the post-tensioning components in CRSBFs using a response modification factor of R = 8 is sufficient to prevent collapse of structures during earthquakes higher than the design level. However, designers have unique control over the hysteretic behaviour of the system, even after the response modification factor is selected. Additionally, recent studies have …

Str-814: Lessons Learned From The Nairn Avenue Overpass Concrete Girder & Pier Repairs, David A. Neilson, Darren Burmey, Scott Loptson

Canadian Society for Civil Engineering

The Nairn Avenue Overpass is a 213 m long, 11-span, 4-lane + sidewalk precast prestressed concrete I-girder bridge over the CP Keewatin Subdivision line in Winnipeg, MB. The superstructure consists of three continuous segments with deck joints at piers #3 and #8. The structure was built in 1967, and underwent major strengthening and rehabilitation of the deck, girders, and bearings in 1985. Piers consist of a cast-in-place pier cap approximately 18 m long supported on two cast-in-place columns approximately 7 to 8 m tall supported on concrete pile caps over timber raft-pile foundations.

Leaking omega-style strip seal deck joints at …

Str-815: Feasibility Of Using Unbonded Reinforcement In Concrete Block Walls, Henry Miranda, Lisa R. Feldman, Bruce F. Sparling

Canadian Society for Civil Engineering

An experimental program is underway at the University of Saskatchewan to investigate the performance of concrete masonry block walls reinforced with non-prestressed, unbonded reinforcement that are subjected to out-of-plane lateral loads. By eliminating the need for grouting, this construction method may lead to substantially lower wall weights, as well reduced construction times, cost, and workplace injuries. At the same time, the presence of reinforcement will increase the flexural strength of the walls, significantly increasing the allowable vertical spans of such walls as compared to those of comparable unreinforced walls. Unreinforced walls, as well as conventionally reinforced and partially grouted walls, …

Str-816: The Rio Abajo Footbridge: Promoting Development Through The Use Of Resilient Infrastructure, Hendrik Westerink, Alan Kreisa

Canadian Society for Civil Engineering

In the remote farmlands of the developing world, walking is the primary form of transportation. When rivers flood during the rainy season, walks to school, work or the doctor can become life threatening without a bridge to cross. For hundreds of millions of people worldwide, rural isolation caused by a shortage of safe river crossings is a significant impediment to economic development and self-sufficiency. Non-profit organization Bridges to Prosperity (B2P) works with vulnerable communities to build footbridges that create year-round access to essential services. Data describing flood and wind events is often not available in the rural areas of the …

Str-817: The Deck Replacement Of The Honore-Mercier Bridge. An Innovative Solution Using Accelerated Bridge Construction Techniques, Adel R. Zaki, Steve Tselios

Canadian Society for Civil Engineering

Today, the Honoré-Mercier Bridge crosses the St. Lawrence River and the seaway on the west side of the Island of Montreal. Named after the Honorable Honoré-Mercier, a former Premier of Quebec, this bridge became the fourth structure to connect the Island of Montreal to the South Shore. The entire steel structure was built by the Dominion Bridge Company Limited as part of work funded by the government to address the economic downturn. The Honoré-Mercier Bridge was inaugurated 10 months earlier than planned on June 22, 1934, and initially belonged to the Corporation du pont du Lac Saint-Louis. It's administration was …

Str-818: The Effect Of Relaxation On The Slip Resistance Of Metallized Faying Surfaces In Slip-Critical Connections, Maxime Ampleman, Charles-Darwin Annan, Mario Fafard, Éric Lévesque

Canadian Society for Civil Engineering

Metallizing has emerged as an effective protective coating for steel bridge members, providing a physical barrier and a galvanic protection. Recent research has shown that metallized faying surfaces used in high strength bolted connections provide higher slip resistance than specified values for uncoated blast-cleaned faying surfaces in North American design standards. As a particularity, relaxation of the clamping force is observed in the slip-critical connections with metallized faying surfaces. In this study, tests were designed to evaluate the effect of relaxation on the slip resistance of metallized faying surfaces in high strength bolted connections. Some design parameters included in this …

Str-823: Flexural Behaviour And Bond-Dependent Coefficient Of Basalt Frp Bars In Concrete Beams, Fareed Elgabbas, Ehab Ahmed, Brahim Benmokrane

Canadian Society for Civil Engineering

This paper presents an experimental study aimed at determining the bond-dependent coefficient (kb) and investigating the flexural performance of concrete beams reinforced with ribbed basalt fiber-reinforced polymer (BFRP) bars. The performance of the BFRP-RC concrete beams is compared against that of GFRP-RC ones. A total of five concrete beams measured 200 mm wide × 300 mm deep × 3100 mm long were constructed and tested in four-point bending over a clear span of 2700 mm. The main variables were reinforcement type (BFRP, GFRP, and steel bars as reference) and reinforcement ratio. The test results showed that the average kb was …

Str-824: Fatigue Behavior Of Concrete Underground Chambers Reinforced With Gfrp Bars, Michaël Guérin, Hamdy M. Mohamed, Brahim Benmokrane

Canadian Society for Civil Engineering

Precast underground concrete chambers reinforced with steel bars are used frequently in construction and electrical industry for housing power cables and transformers. In Quebec, more than 30,000 of these chambers have been installed by Hydro-Quebec during the last 30 years. However, like other conventionally reinforced concrete structures, corrosion of steel reinforcement constitutes the major cause of chambers deterioration, leading to costly repairs and rehabilitation as well as a significant reduction in service life. This paper presents experimental data on the fatigue and static behavior of full-scale underground concrete chamber reinforced totally with glass fiber-reinforced polymer (GFRP) bars. The chamber measure …

Str-827: Shear Strength Of Circular Concrete Beams Reinforced With Gfrp Bars, Ahmed H. Ali, Hamdy M. Mohamed, Brahim Benmokrane

Canadian Society for Civil Engineering

This paper presents the results of an investigation of the shear strength and behavior of three circular concrete beams reinforced with glass-FRP (GFRP) bars and spirals. The beams, which measured 3,000 mm in length by 500 mm in diameter, were tested under four-point bending. The test parameters included the GFRP-spiral-reinforcement ratio (different spiral spacings [150 and 200 mm] and spiral diameters [13 and 15 mm]). As designed, the beams failed in shear due to GFRP-spiral rupture. The test results indicated that the higher the GFRP spiral reinforcement ratio, the higher the enhancement of the shear strength due to the confinement, …

Str-828: Behavior Of Circular Frp-Reinforced Concrete Columns Under Eccentric Loading, Abdeldayem Hadhood, Hamdy M. Mohamed, Brahim Benmokrane

Canadian Society for Civil Engineering

This paper presents the results of an investigation of the eccentric compression behavior of three full-scale circular concrete columns reinforced with the glass-fiber-reinforced polymer (GFRP) bars and spirals. The column specimens measured 1500 mm height, 305 mm diameter and were tested under monotonic eccentric loading. The main variable was the eccentricity-to-dimeter ratio. Three values were considered in this study (8.20%, 16.39%, and 65.57%). The failure mechanism was changeable according to the level of the applied eccentricity. The failure mechanism of columns at small eccentric loading was defined as compression-controlled due to concrete crushing. At high eccentric loading, the failure of …

Str-829: Behavior Of Gfrp-Reinforced Concrete Squat Walls Under Simulated Earthquake Loading, Ahmed Arafa, Ahmed Sabry Farghaly, Brahim Benmokrane

Canadian Society for Civil Engineering

Steel-reinforced squat walls are used as the main component for earthquake resistance in low-rise structures. Deterioration due to corrosion of steel reinforcement is one of the major challenges facing the construction industry. Furthermore, given the low aspect ratio of squat walls, their behavior is dominated by inelastic shear deformations activated by the yielding of flexural reinforcement. These deformations degrade strength and stiffness with subsequent shear failure, preventing the wall from achieving its flexural capacity, which is a prerequisite for adequate seismic design. Using noncorrodible glass-fiber-reinforced-polymer (GFRP) bars represents an effective method for overcoming corrosion problems. In addition, the available experimental …

Str-830: Enhancing The Deformation Capacity Of Concrete Shear Walls Reinforced With Gfrp Bars, Ahmed Hassanein, Nayera Mohamed, Ahmed Sabry Farghaly, Brahim Benmokrane

Canadian Society for Civil Engineering

An experimental study was recently conducted to address the applicability of concrete shear walls entirely reinforced with glass-fiber-reinforced polymer (GFRP) bars and subjected to quasi-static reversed cyclic lateral loading in attaining reasonable strength and drift requirements specified in different codes. The reported test results clearly show that properly designed and detailed GFRP-reinforced concrete (RC) walls could reach their flexural capacities with no strength degradation. The results also demonstrate that the tested walls were able to achieve recoverable and self-centering behavior up to allowable drift limits before experiencing moderate damage and attain a maximum drift comparable to steel-RC walls. The promising …

Str-831: Fatigue Strength Of Angle-Shaped Transverse Connection For Gfrp-Reinforced Precast Full-Depth Deck Panels In Accelerated Bridge Construction, Mahmoud Sayed-Ahmed, Khaled Sennah

Canadian Society for Civil Engineering

Prefabricated bridges elements and systems (PBES) are subjected to repeated truck loads while being exposed to weather conditions. Fatigue of the structural elements and corrosion of the reinforcement are the main reasons for bridge deterioration. This research investigates the fatigue strength of full-depth deck panels (FDDP) resting over steel cross-braced girders and reinforced with ribbed-surface, high-modulus (HM), glass fiber reinforced polymer (GFRP) bars. The precast FDDP has transverse panel-to-panel connection of angle-shape with female shear key, and panel-to-girder connection of V-shape, where both connections are filled with ultra-high performance fiber reinforced concrete (UHPFRC). Two different fatigue loading were conducted to …

Str-832: Ultimate Flexural Strength And Long-Term Creep Deflection For Structural Insulated Foam-Timber Sandwich Panels, Mahmoud Sayed-Ahmed, Khaled Sennah, Ahmed Diab, Sherif Mansour

Canadian Society for Civil Engineering

The structural insulated panel (SIP) is a sandwich structured composite that is prefabricated by attaching a lightweight thick core made of Expanded Polystyrene (EPS) foam laminated between two thin, and stiff face skins made of Oriented Strand Board (OSB). The use of sandwich panels provides key benefits over conventional materials including: very low weight; high stiffness; durability and; production and construction cost savings. The facing skins of the sandwich panel can be considered as the flanges for the I-beam carrying bending stresses in which one face skin is subjected to tension, and the other is in compression. The core resists …

Str-833: Evaluation Of The Contribution Of Panel Zones To The Global Performance Of Moment Resisting Frames Under Seismic Load, Paul Steneker, Lydell D. A. Wiebe

Canadian Society for Civil Engineering

Before the 1994 Northridge Earthquake, the seismic design strategy for moment resisting frames considered the yielding of the panel zone when calculating the required level of ductility. Following the unacceptable performance of conventional moment resisting frame (MRF) connection details during the Northridge seismic event, prequalified connections were developed to concentrate beam yielding away from the column face, preserving the connection. With these new connection strategies, the panel zone deformation may not contribute as significantly to the overall behaviour of an MRF. Therefore, considering the increased use of advanced dynamic modeling techniques, it is important for both designers and researchers to …

Str-834: Seismic Performance Of Modular Steel Frames Equipped With Shape Memory Alloy Braces, Papia Sultana, Maged A. Youssef

Canadian Society for Civil Engineering

Modular steel buildings (MSBs) are widely used for one to six storey schools, apartments, and similar buildings, where repetitive units are required. Modular units are first built and finished under a controlled manufacturing environment. They are then transported to the building site, where they are connected horizontally and vertically. The lateral load resisting system for MSBs usually relies on steel braced frames, which dissipate the seismic energy through steel yielding. This behaviour leads to residual drifts complicating the repair of seismically damaged buildings or rendering them as irreparable. Systems that can minimize the seismic residual drifts are thus needed. Superelastic …

Str-836: State-Of-The-Art In Near-Field And Contact Explosion Effects On Reinforced Concrete Columns, Alok Dua, Abass Braimah

Canadian Society for Civil Engineering

Blast loads are categorized as far-field and near-field loads in terms of the scaled distance. Far-field and near-field loading are associated with explosions that occur at scaled distances of more than or less than 1.18 m/kg1/3, respectively. The blast waves from a far-field explosion arrive simultaneously at and exert uniformly distributed pressure on a target. Response computations can be performed using the semi-empirical relations (charts) presented in UFC-3-340 design manual, ConWep program or high fidelity physics based commercial software like LS-DYNA, AUTODYN, and ABAQUS. On the other hand, for near-field blasts, the interaction between blast waves and structures is more …